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LEGAL DESCRIPTION:
CONSTRUCTION SEQUENCE •
SE 1 4 SEC 14, TWF' 23 N, RGE 4 E, W.M.
GALLIANO'S CUC1NA
CITY OF TUKWILA
SITE IMPROVEMENT PLANS
DRAWING INDEX:
LEGAL' DESCRIPTION PER SCHROETER LAND SIR
LOTS 20 THROUGH 22. AND LOT 25 OF KOCK 15, mumrs
SEATTLE GARDEN TRACTS, ACCORDING TO TIC PLAT THEREOF
RECORDED•IN VOLUME 11 OF PLATS, PAGE 24, RECORDS OF KING
COUNTY, WASHINGTON;
EXCEPT THE SOUTHWESTERLY HALF OF SAID LOTS 21.2214110113;
'MAD EXCEPT THAT PORTION THEREOF LYING "MN %EST MARGINAL •
WAY, AS CONVEYED BY•INSINUMENTS RECORDED UNDER RECORDING
NOM. - 990090 AND 988203 AND CONDEMNED IN KING COUNTY
SUPERIOR COURT CAUSE NO. 109001.
AND •
LOTS 2 AND 3 OF THE CITY OF TUKWILA SHORT PLAT NO. 80-24-SS,
RECORD NOVEMBER 25. 1980, UNDER MO COUNTY RECORDING NO.
801125070i.
AND
THAT PORTION OF LOT 26; BLOOL 15, HILLMAN'S SEATTLE GARDEN '
TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED•IN VOWME 11 •
OF. PLATS, PAGE 24, RECORDS OF IONG COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS
BEGINNING AT A POINT CC INTERSECTION OF REITZ AVENUE, NOW
. INTERURBAN AVENUE SOUTH, AND THE SOUTHEAST UNE OF SAID LOT
26; THENCE ALONG THE SOUTHEAST UNE OF SAID LOT IN • A
SOUTHWESTERLY DIRECTION 129.425 FEET; THENCE AT RIGHT ANGLES
SAID SOUTHEAST UNE OF SAID LOT IN A •NORTHWESTERLY
DIRECTION TO THE INTERSECTION VATH THE SOUTHEASTERLY MANN .
OF MAIN STREET. NOW 58TH 'AVENUE SOUffn THENCE ALONG SAID
MARGIN OF MAIN STREET AND ALONG THE MARGIN OF REITZ AVENUE,
NOW INTERURBAN AVENUE SOUTH TO THE POINT OF BEGINNING; • •
EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY, •
WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER •
RECORDING NO. 988203; AND EXCEPT THAT PORTION THEREOF •
• CONDONED IN KING COUNTY SUPERIOR COURT CAUSE NO. 7N30 FOR .
STATE•ROAD NO. 181.
(1) Schedule and Attend a pre-construction oedema with the City of Tukwla. •
(2 Flog or fence clearing limits. '
(3 Install construction entrance. • .
(4 install Mu fence.
. (5 Install sediment traP. . ' .
(6 Construct surface water controls (Interceptor wales, No Nod drains, etc.).
simultaneously with clearing and grating far project developmsnt. •
(7) Protect emoted areas as required. • .
( h NM
8) Roug.grode and install utilities. Contstruct bulidng Improvements. ' .
en Construct elte,Improvernents ad paving. • • -
(10) Remove 'MSC measures . after permanent WNW and -stoat ground ow
become establiaNd. • .. . •
•
GENERAL NOTES:
(1) All -construction shell bo In wordano Ms City of Tukwila Development Design"and Construction
Standards. Tukwila Municipal Cods. and at VANOT/APWA StandaraSpecificatices. ' it shdl be the. sole • •'
•espansblIty of the applicant and TM professional del legator to offect.any trror, -amlesloni or variation ••
'from the above requirements found in:these dons. ' corrections Woe be at.no additional cost or liability of
the Oty.of TONI. . • . . .. . . . . . . • .
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(2).11m Melo elemeintawitilln. thew plans have Wen named according to the City of Tukwila Development .
. •
D_ and Construction Review chealdista Some sionants may havalmsn overlooked or .missod by the City ••
pin reviewer. Any variance from °dotted-standards -is not .amid uniess-speciladly approved. by-the of
'Tukwila, prior to construction. *, • .
• . .. . . .. . .: •• . -. . , • •
• . . .. . . . .
. (3) Approval of this rood, grodng. and drainage; plan doss not constitute an-approvalle any other construction •
. . • . .
.. (e.g. domestic water 00AVID)onN, saw connyanos, aos,-elearloal, etc.) , . .... . . .
. . • • . • .
(4) Before any construction or development actlety•o preconstrucUan matting must be bud betwesntheClty •
•• of Toledo •Construcitan InspectIce Personnel, the Applioant,,and the Applicant's Construction Repreeentotha. -
•
. • • . .
. (5)•A copy of these approved plans must be an •thajob site whenever.consbuction Is In program.
.• • . .
. - .
. (6)Construction notes shall he limited'in woodland" with Tukida Marietta Cods; normally, this Is 7 a.m. to 10:-
•
.p.m. weekdays and 9 am. to 10 p.m..on weekaide. - . • - r . . . . . . . ,
.
• (7) It shah be the Applicant's/Contractor's deponsblIty to obtoin di construction easements nweseari hefts"
•
. initiating off-site work wIthin•the road rIght-of-woy. • ,. •
(8) Franchised utilities a other Installations that.are not shown on these prusd,plon, wind not be
constructed unless an -approved set of-dans that meet all .requirements of city of Tuliwlo Development Detain •
and Construction Standards ad submitted to the qty of .Tuksia Construction Inspection Unit three dam prior.
to construction. . . . . . •
•
• • . . .
- . .
' (9) Datum Wall be KCAS unties othenrits approved by the City of Tukwila • ' •
(11) All utility trench,. shoe: be bacalled and compected.to dendty. • '
•
(12) M roadway 'Woods shdi be book011ed and compacted to 95% density (WSDOT 2-06.3).
(13) Open•cutting of existing roadwoys.is not allowed unless spedecally approved by the City of Tukwila and
noted on them approved Any open. cut shdl.bs restored in aocordanco with' King County Rood
Standards (KM 8.03003). •
• • . • •
• • •
•
• (14) The Cietroctor shah bs responeble for providing.odequate oafeguords. safety devices, protective oquipinen
•
flogged, and any other needed actions to protect the life, health, and safety of the public, and to protect
property in connection with the orforrnono of work covered by.tht Cantroctor. My.work within the•traveled
right-of-way that may Interrupt normal traffic flow shell require-at tacit one toner for each Ione of traffic
affected. • UMW 1-07.23, 'Traffic Control," of thaWSDOT Standard 504fications- shall apply In Its entirety..
C1.1 COVER SHEET, INDEX AND NOTES
C1.2 TESC PLAN & DETAILS, DEMO PLAN _
C1.3 DRAINAGE .& GRADING PLAN & DETAILS
, •• • . . • . • . • .
"TEMPORARY -.EROSION AND SEDIMENT-CONTROL :NOTES:
•.. (1)•Approval of this Temporory.Erosion/Sedlmentation Control (1ESC) plan doss not constitute an approval of permanent rood or droinage design (e.g. elm and location of roods, pipes. rostrata'.
• channels, retention Tociltles, utillties, • „ • .• .
. (2) The implementation of third plans and the Onstructioni maintenance, dplacement,' and•upgrading of these TESC Tante* is the respondfility of •the Appficont/TESC Superasor until dl
• construction is °proved. • . • . • • . . '
.• (3) The boundaries of the dsoring tirnits shown on this plan shall be deorHy flood by a continuous length of sudsy tape (or fencing. if roquired) prior to coneructIon. During the construction period,
no disturbance beyond the clearing Wilts sholl be permitted. The, Waring limits Wall be maintoinsd by the Apdloont/TESC Supervisor for, the•durotion of construction.
.
(4) The TESG-Toolltien shown on this pion must be"comitructed prior to or in con)ection with 41 "clearing and grading so as to ensure that the trooped of sodiront to surface waters. drainage
• and adjacent properties Is mainline. • . . • • .• , . . ". • ,. i .
' . (5) The TESC facilities shown On this plan are minimum roquirsm lets for anticipated site conditions. During the construction paled,- these 1ESC Mantles shall upgraded as needed for uriapectad
• storm .events and modified to account for changing sits canditIons (e.g. sediment Paps. additional sump pumps, Wootton of ditches, mulching and alt fences, etc.).
: 16) The TESC facilities eh dl be inspected daily by the Appiloont/TESC Supervisor and Maintained to awn continued proper functioning.. Written records Mall be kept of middy reviews of the 1ESC • "'
facilites during the. St. season (Oct.-1 to *1 30) and of monthly renews during the dry season (May.1 to Sept, 30). • • • •
. (7) Any area of soreed 11018.•:Including roadway embakrnnerits,.that- 0 not be disturbed for two days during the wet mason' o seven dad during thi•dry moon Wall baimmediately stabilized left . the
• , •• TESC•methode (e.g. seeding. mulching, plastic ovefinga• Mo.). " . ' . „..
, ..
(e) Any area needing TESC'moosuret not requiring Immediat• attention -shdl addrsesed within ffitten (15) days.
• • .
(9) The TESC:f0ditIN CA inactivt Om shall be Inspected and mtintained a Warden of ame o month or within forty-eigh t (40 hours following a storm 'vent.' . •
(10) At no time shall marathon one (1) foot of sedimint he dlowd to accumulatv"within a ditch basin. AI catch basins and convoyed* lines shall be- cleaned prior to Wring. The cleaning operation
. shall not flush sedment-laden water !Math* downstream system. .:'• •, •• .i. • •• •
. • • •
•• (11) Stabillzed.onstruction entrances and roads shall be installtd at.the beginning.of construction and maintained for the duration of• the project. Additional measuds, such as pods, may.bo
• requInd to ensure trot caporal areas .ad kept dean for the duration of the project.
. 2) Any permanent flow Control facility heed .as °temporary settling bon shall he modified with the necessary grotto control measures and shall provide adequate storage capacity. If the Today is to
•
. .griction ultimately as an infiltration totem. the temporory Today must•be graded so that the bottom and Ada are at Most three fist above the final grade of the permanent facility. •
., (13) Veers straw mulch for erosion control le,required,'ffshtil te Tapped at se minimum thickness of r blown' or r hand coded. . . .• •
• .
(14) Prior to beginning of tho wilt noon (Oct. 1), di disturbed areal shall bs reviewed to'Idontlfy which anon con .be Deeded In preparation for the winter rains. • Disturbed areas shall be seeded •
within we meek of •the beginning of the wet season, A sketch map of those area to be waled and those armato remain uncovered Moll bo submitted ta the City Inspect. • The City Inspector cell .-
mars seeding of additional areas In order to prote surface waters, °Newt doortes, or drolnagelocifities. . . . .
•
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DRAINAGE NOTES:
VICINITY MAP
4 NOT TO SCALE
.410 •
60R
alli
.• II . , .•
(1) Proof of 11010 insurance shall be submItad tathe City of Tukwlo Prior to the preconstruction meeting. • , . , .
• .
(2) All pipe and appurtenonces WO be laid on a prilorly foundation in accordance with WSDOT 7-02.3(1). This shall include leveling and•comPooting - the trench bottom, the top of the •
foundation materiel. and any requIrsd pipe bedding to a .uniform gods's° 'that the intim pip. Is supported by a uniformly dente unyielding boss • ' •
•3) Steel pipe shall bt galvanised and have aspholt•treabnent oct.•ai better, Inside on outside City of Tukwila Design and Construction Standards. . .
•
. (4) 'All draws structures, such as catch basins and manholes, not looted within a traveled roadway or sklewolk. WM hove solid locking lids. All drainage structures.associated with a permanent
' retention/detention Today shall have solid locking Wt.'. • . . . . . .
...
-• : (5) Ail catch basin 'grates Moll conform tocte Tukwila Develop/Mint and Construction Standards, which Includes the stomping"OUTFAU. TO STREAM. DUMP NO POLLUTANTS". Frame k ones per
Standard Plan.DS-3. • :
. , . .. . . • . • .
• (6) All driveway culverts' locaid Within CliV•of TukwIo right-of-WY eitat bs of sufficient length to provide a minimum 3:1 slope from . • . ' om the edge to tail driveway to the bottom -of the ditch. Culvert* shah
have beveled end sections to match.the side dope., . • , , . • • • . ' . • . • • . . .
•
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•
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- (7) Roca for erosion protectIon of roodway ditch's, !mere doted; must he of sound quarry rock, placid to a depth of 1 foot and must most tn. following specification: 4.-11740X-7011 passing; .2--47
rodc/30:4-4011 posing; and -2 rock/1w= os
psIng.'. d.shofi be In otordance with City of eveopmen and Construction Standards. , • • .
, •
. . Citf Tk Dl t St •
• . , instation • . .
, - • • • ' . • . . ..
•
(8) Drainage outlets (stub-ant.) sholl:he prodded ar.sach,Individual•IOL except for thaw lots approved for innitrofion by City of ITukwila. Stub-outs shali con form to the•following: . • . •
. ..
a) Each ou sh he s i u , '2 9 01 . r . „ :=.4 ....t
l lws ta l d t•devation on
,.Eoci. so i
in t: p all future roof ed do e rporte ond
oenop f p oodrains,
re tinx .
weJ ei cs d ;s 11 and dd
to any il I d I d o b at r kr dr"
•
b) Outlets onfeoce lot shall be located ITIU.0 Ron-foot-high, 2"14'.• Mahe Marked "Norm" or "drain." The stub-out shall sesta above surface lavd,•be Nid• end be secured lathe stoke' . ...
.') Pipe material-shall conform to underdrain specilloation• descrbed la City of Tukwila Development tnd Conitridtion Standards and, if non-metaific, the pipe Nail contain' wire or other acceptable
detection
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.. d)Dialnoge easements are required for drainage spasm ' designed to convey flows through India/WI lots. .
• . • , . . .
• . •. . .. - . . .
• •
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(10) Greene eater „ awn eeeebeebee Ilya • ewe a „ ebt-o1.40ey er opprepodie dreinep..0..ment, but Appliont/Cantrador Is responsible for Goodin citing the' locations at oil stub-out convemnea .finee with respect to the utilities (e.g. pewter, gas, telephone. television).
•not underneath the roadway section, NI-ground water sAints must be constructed _a AceerdAn_AA with Section o Ali Individual stub-outs shal be privet* owned and maintained by the lot home met. '
B1 3.02 of the APWA Standard SpecMcations. . . . .
(9) Stow drainage pipe shell be numerals concrete pipe, ADS N-12/Hanor HI-0 with air Meade joints per WSDOT standard spec 7-04.3.
SURVEY REFERENCES
1.) SURVEY AND BASEMAP INFO DERIVED
FROM SURVEY BY SCHROETER LAND
SURVEYING, DATED 12/23/02, AN
NUMBER 02142.
BENCHMARK IS BRASS PIN IN CONCRETE
FILLED PIPE IN MONUMENT CASE AT
INTERSECTION S 144Th ST & 59TH AVE
S ELEV 174.16 FEET
93/04 AERIAL comma PROJECT FOR
THE CITY OF SEATTLE
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ARCHITECT
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Police—Fire—Rescue
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TAX LOT NUMBER
SIM ADDRESS
ZONING
MINIMUM LOT SIZE
PARCEL AREA
TOTAL'LOT AREA
'MOAN LOT AREA
CONTACT IWORMA•ION
Ovm
MARIO CAUJANO
10435 MILITARY ROAD SOUTH
SEAM. WA Nies
(200 243-7606
DUNCANSON COMPANY, INC.
145 SW 155114 STREET, SUITE 102
SEATTLE. WA 98186
(200 244-4141
DAVID L. THORSTAD
406 SOUTH 2119TH STREET
FEDERAL WAY, WA 98003
(253) 941-4650
SCHROETER LAND SURVEYING
P.O. 90X 813
SFAHURST, WA 98062
(206) 242-6621
GEOTICH DENNIS M. BRUCE
P.O. BOX 55502
SHORELINE, WA 96155
(200 548-9217
MUTT INFORMATION
WATER SERVICE TUKWILA •WATER
6300 SOUTHCENTER BLVD
TUKWILA, WA 96108
SEWER SERVICE TUKWILA SEWER UTILITY
6300 SOUTHCENTER BLVD
TUKWILA, WA gem
FIRE SERVICE TUKWILA-FIRE DEPARTMENT
STATION 52
5900 SOUTH 147TH ST
NANA,. WA 96166
(206) 575-4404
CAUTION!
UNDERGROUND UNLITIES EXIST IN THE AREA AND "
UTIUTY'INFORMATION SHOW MAY OE INCOMPLETE
STATE • LAW REQUIRES THAT CONTRACTOR CONTACT
THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
1-800-424-5555
- STORM DRAIN CATCH BASIN
STORM DRAIN MANHOLE
FIRE HYDRANT
GATE VALVE
WATER METER
SANITARY SERER MANHOLE •
TRIM .
UTILITY POLE
POLE GUY IRE
PHONE MANHOLE OR VAULT
POWER 'TRANSFORMER
TELEPHONE RISER
UGHT STANDARD
SPOT ELEVATION
CATCH BASH PROTECTOR
FILTER FABRIC FENCE
INTERCEPTOR SWALE
336590-1815,1505,1480,1405,1470
14209 INTERURBAN AVE S
TUKVALA, WA num
DUNCANSON
Company.
• IOW USA Sant Moe lie
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L PER DETAIL I, .SHEET CI; . •
LocAii W.25 L.WPF
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NOTE: .
PROTECT 8 PRESERVE MST UT1UTIES AND.
STREET IMPROVMENTE CAP 6 ' ASANOON , •
UNUSED ME UMUTIES. =TM • APPROPRIATE PERMITS FROM SERVING 'UTIUTY
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12 MIN.
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PER DETAIL 2.
CAUTION!
UNDEROROUNO'UTUTES EXIST M 11E AREA.AND
UTLITY INfORMATION SHOVM MAY BE INOMPLETE
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
:THE ONE-CAU. UTILITY LOCATE'S:PACE AT LEAST
48 HOURS BEFORE START ANY CONSTRUCTION.
1-800-424-5555
SURVEY REFERENCES •
14 SURVEY AND BASELIAP INFO DERIVED
FROM SUR \CY BY SCHROETER LAND
SURVEYING, DATED 12/23/02, JOB
NUMBER 02142.
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BENCHIAMM•IS BRASS PIN IN.CONCRETE
nu PPE IN MONUMENT CASE AT
INTERSECTION'S 1441H k 59TH AVE.
S ELEV 174.114 FEET . •
-• .//3/54 AERIAL CONTROL PRO,ECT FOR
DiE CITY OF. SEATTLE • •
• . '
I. LIGHTING
' VAULT
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•sEE PLAN FOR LENOTH•
AND MOTH
0 STABILIZED CONSTRUCTION ENTRANCE
•
PROVIDE 3/4. - WASHED GRAVEL
BACKPLL IN TRENCH AND ON BOTH SCES
OF FILTER FABRIC FENCE ON THE SURFACE
•
FLIER FABRIC •
MIRAFI 14ONS OR ED
STORM DRAIN INLET PROTECTION
MIRAFI 1401S CRIC).
FILTER FABRIC MATERIAL (SW WIDE ROLLS) OVER .
2" x r it 14 GA VIM MESH. USE STAPLES OR .
RINGS TO ATTACH FABRIC TO MRE
FILTER FABRIC FENCE
Ni!
NOTE:
ONLY TO BE USED WERE
PONDING OF WATER ABOVE
THE CATCH BASIN 11111. NOT
CAUSE TRAFFIC PROBLEMS
AND MERE OVERLFOW WU.
NOT RESULT IN EROSION
OR SLOPES.
INCIIV513
GITY01.11.1WILA
MAR 2 5 EC
• PERMITGENTER
DUNCANSON
resenpony.
. 145 SW 15.4 MAY.% IN2
SW*. Irralsgpm WI/44
Mew .N.% 144.4141
As Ma Z14.44$3
IFFr
. RDA•
PROVIDE 24' DRIVEWAY
,PER SID PUWIRS -9
•$ELOCATE 00BER '
16M k"E 7.1
II 12U:53.{ • '
IE NEW 61. ( } •
FIELD
CONFIRM PRESENCE, LOCATION k
• DEPTH OF POSSIBLE UIXIDES W,
CONFLICT 181H NEW 8IORK
IS `fVA 0.52%
9 .
REFER TO ARCHITECTURAL
SITE PLAN. FOR PARKING LOT
STRIPING LOCATIONS AND
DIMENSIONS,
0211.u1t1f lI r
.+, P(WAN N
p '( • •I:AIlII
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25
PRO'ADEE 20' DRIVEWAY
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24
CONNECT TOAUt01110
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BUILDING IMO, SEE
\ ARCHITECTURAL PLAN FOR
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IY19 I. CI ?•, `•'.�`,
IIIM•••4.b <
II : •V.a (SW).
TIE EXIST WE INTO BIOSWALE
& REMOVE MST CATCH BASS!
100 IF BIOSWALE • 1.5%
'I
SURVEY REFERENCES
CAUTIOM
UNDERGROUND WILMS EXIST IN THE A REA AND
UTILITY INFOIWATION'SHOW MAYBE INCOMPLETE.'
STATE LAW REQUIRES THAT CONTRACTOR 'CONTACT
THE ONE -CALL UTUTY LOCATE SERVICE AT LEAST'
. 40 HOURS BEFORE STARTING ANY CONSIRUCRON.
' 1- 800 - 424 -5555
14 SURVEY AND BASEAIAP WO DERIVED
FROM SURVEY BY SCHROETER LAND
SURVEYING. DATED 12/23/02 JOB .
NUMBER 02142. .
IY11 V,
RIM 2.1 - '
•
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P
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I
\
I:I'
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Met
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E 5000.0000
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•
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NOTE:
I.) SITE PLAN LAYOUT DESIGN BY THORSTAD
ARCHITECTS .
2.) REFER TO ARCHITECTURAL Silt PLAN FOR
PARKING LOT STRIPING LOCATIONS AND ,.
DIMENSIONS.
3.) REFER TO ARCHITECTURAL PLAN FOR
BUILDING DETAILS AND DIMENSIONS.
I i
(„11.1 I fhTI 11 111 l 1 .i7`1 1111 I I' 1 1. 1 11 11
4 5 6 ..
1.0' MIN
FREEBOARD
I0 MN
814-.25 4
REMOVE EXIST STREET
TREE IN CONFLICT WITH.
NEW DRIVEWAY
HYDROSEED WITH SEED MIX
SEE DETAIL 3. THIS SHEET
SEE LANDSCAPE PLAN FOR FINISH
SUBGRADE BEHIND CURB REQUIREMENTS
EXTRUDED CONCRETE CURB PER'
KING COUNTY ROAD STD PLAN 3-002
SEE PLAN FOR ALIGNMENT
0.33'
Iru.In
SPOT ELEVATION CALLED
OUT ON PLANS
2' CLASS B' ASPHALT
4' CRUSHED SURFACING
(OR 3 A18) . •
COMPACTED.SUBORADE TO 95%
(MODIFIED PROCTOR)
PARKING LOT PAVEMENT
0
Seaside Creeping Bentgrass
or Colonial Bentgrass
Meadow Foxtall
Alalke Clover
Marshfield Big Trefoil
Redtop
NT $
BIOSWALE SECTION
RIOSWAI F GRASS SFEO MIX PROPORTION$
APPUCATION RATE - BO POUNDS PER ACRE
Tall Fescue .
BIOSWALE' GRASS SEED- MIX
{.--- arnkl -»I
,•else •
EXIST. GROUND
i;�i: i, i:�i; is i
IBEIGH1L411MINI
NTS
2' COMPOST TILLED INTO
8' NATIVE MATERIAL
i(YYeo
I N' WeeMl401ock
blMd
d.Ylq.gMMn
1 5(1101
60 -70%
10 -15%
71140'
NYM Yrell
"O RIMING
aRYOPTIMAU
PLAN vow of Roof MAR 25 113
PNLaTOENTER
PERFORATED STUB-LOUT CONNECTION
BENCHMARK IS BRASS PIN IN CONCRETE
FILLED PIPE IN MONUMENT CASE AT
INTERSECTION S 144TH ST & 59TH AVE
S ELEV • 174.18 FEET '
93/94 AERIAL CONTROL PROJECT FOR
1HE CITY OF SEATTLE
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DATE: 03 /04/03
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COMMUNITY
DEVELOPMENT
MINIA4o Maw-. •
Tarmrawave Roy, c-/
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•
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RE.SISTE;;Eo •
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ATTACHMENT B
TOt;Of hWR% ✓
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