6955 SW SANDBURG STREET FILE, NO.
--MNDBURG ST. - 6955 STR. OPN. PERMr
I
Cit of Ti
City gard
I NSPGCT10N REQUEST
for
INSPECTION TIME: rk- 5i+., PERMIT
DATE: -2 4L-510A DATE ISSUED .^11__
OWNERS NAME '_ -� i --
ADDRESS. I
CONTRACTOR '. _----- -- --- -
TEST: Air p, Woter j�] Vistlalld, Laboratory p
RESULT: ApprovedDisapproved C Pending [J I
SKETCH. I
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4INSP----' DATE
COTE. Attach supplemental test data bereta7 I
1
APPLICATION - STREET IMPRF -MENT/F-=XCAVATION COPY TO:
(WHITE) FILE
ORDINi1 .CE NO. 74-14 (BLUE) INSP.
INSTRUCTIONS ON SEPARATE SQ (YELLOW) AGF_NCV
( EHEET I � (PINK) - APP LIGAN7
APPROVED APPLICATION NO.: %�$ / -_
/
NOT APP14OVED CI 1 OI' I IGARD, OREGON FEE AMT.: : G • Q,V
PENDING FEE. PMT. CITY Y HALL RECEIPT NO.: 141 4l/ Z
PENDING SECURITY ) PUBLIC WORKS DEPARTMENT BY 21 GI . DATE 7 I / 1,74
— — — — — — — — — — — — —
PENDING AGENCY ''OK" I Application and Progress Record 4 7S 3t
MAINTENANCE BOND M �
PENDING INFORMATION [_ FOR STREET IMPROVEMENT/EXCAVATION A3 REQUIRED Xr„
ANNUAL ❑
PENDING VARIANCE I EXPIRATION DATE: L_--
PERMIT NO.: ----'-- --- DATE ISSUED: ---- _. L� l tr BY: AA-,
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL uriveway approach & curb
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT P110t2 LquipatenL, 69» S. tJ. Sa.tdburr . Portland -(1620
-- NAM ADO E CITE HONE
CONTRACTOR Pioneer Paving & i;xcavatinl . 2313 SL 135th . Pa> 1 n� 255-1611
NA ADD Crry PHONE
PLANS BY Jensen, ;;rause & Schoenlobor, 1962 "1I' Kearny Portia id 227-5616
NAME ADDRESS PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 300. 00
DOLLARS
(Z) EXCAVATION DATA: - _-----� FOR OFFICE usa - =C C0 -nMIN.===
Q.QYXIII 3vo , * a= !Cr.
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
nd u 40 1 II _ concreSTREET --
)NSP
R 710
ESTIMATED STREET OPENING DATE: V 1 16 1 7G �S
ESTIMATED STREET CLOSING DATE: 8 1 27 7 E
D
(3) SECURITY NO. 975305 — SECURITY AMT.: S 300 • `�'l_ CLOSET
SURETY CO.: Juited Pacific Ins. i
SENSE MFI
APPLICATION — STREET Il 'MENT/EXCAVATION /' COPY TO:
ORDINfkCE NO. 74-14 L] (WHITE)- FILE
I] (BLUE.) INSP.
(INSTRUCTIONS ON SEPARATE SHEET) / D(YELLOW) O'HER AGENCY
n_ (PINIO APPLICANT
APPROVED 0 APPLICATION NO.:
NOT APPROVED ❑ CITY OI' TIGARD, OREGON I'ZE AMT-: ;
PENDING FZE. PMT. ❑ CITY HALL RECEIPT NO.:
PENDING SECURITY [J PURI.IC WORKS UEPARTMENT BY _______-_ DATE—,-_ __1 --
PENDING AGENCY "OK'' ❑ Application and Progress Record _ — — — — -- —
PENDING INFORMATION Cl F09 STREET IMPROVEMENT/EXCAVA TION MAIASE EAQU REoOND
ANNUAL
PENDING VARIANCE EllEXPIRATION
PERMIT NO. --_—__, DATE ISSUED: _- ------1 � By:
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL
- AS DESCRIBED HEREI,J, IN FULL AC'CORUANCE WITH CITY RFQUIREMENTS.
APPLICANT
-
ADORFSS
CITY ---' PHONE -�—
CONTRACTOR _
-- . NAME -_-- ADDRESS
CITY
PLA l BY
NAME --- -- ADDRESS CITU
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $
DOLLARS
(2) EXCAVATION DATA: FOR OFFICE USE ^UMIN.
— _ 0.02Xf-- =
STREET _ _ DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED v —! -'
TYPE LENGTH WIDTH DEPTH ITEIA QUANTITY ITEM DATE REMARKS/TYPE BY
STREET
_
OPENED
INSPE • -
R TION
E.
Q
— U
ESTIMATED STREET OPEMING DA CE: / / -� ET
ESTIMATED STREET CLOSING DATE: _.-._ / / _ E b' L
-— -- U
_�—
(3) SECURITY NO. ._�-__ SECURITYAMT.: t - __ sL sEn( _
SURcTY CO.: - _-_— - _ ALC. —
_CF_RTIFIED CHECH CJ CASH ❑ EpND L PEC.
(4) PI-OT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS:
FEATURES; EXCAVATION LOCATION AND EXTENT.
I I I I
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INP
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ISI NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT eERMISSION TO APPLICANTS TO CONDUCT WORK WHERK
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON,
THE APPLICANT AGREES TO DEPOSIT THE. REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE: -NORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS,
APPLICANT'S SIGNATURE
DATE / /
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To: Leonard Cook
From: Richard Danieis
Re: Byers Photo Parking Lot
Attached is correspondence from Byers and a cross-section
of what they proposed for the parking lot . Also attached is
my response. Shortly after this letter was mailed Don Byers
called and stated his belief that the soil was stable enough
to substitute for some of the base rock. Don Porter of. Byers
met with John h,gman and me and we explained that if adequate
information was supplied to the City a modification could be
made to the standards taking into account the existing material .
If not, the only way a lesser standard can be approved is with
variance approval from the Planning Commission.
Also you :ihould be aware that the Design Review Board
allowed a narrow driveway width in order to save two large
trees.
�,r`. h _+✓ r�SYN 6955 S W SANDSURG STREET • PORTLAND, OREGON 97223 U S.A. • (503) 639-0620 TELEX NO. 360 498
r
August 12, 1976
Richard Daniels
Associate Planner
City of Tigard
PO Box 2-557
Tigard, OR 97223
Dear Richard:
The bids we have received for paving our parking lot are all on the
basis of 2" of asphalt and 4" of rock.
The bidding contractors and our architectural firm, Jensen, Krause b
Schoenleber, as well as ourselves considered this adequate for the
reasons that:
1) It is a passenger car parking lot only. No trucks will ever use
this parking lot. There are no doors on that side of the building
where the parking lot will be so we cannot ever use it for trucks
and shipping/receiving uses. It is strictly a passenger car parking
lot.
2) These cars will come in in the morning and go out at night. It is
not a customer or salesman parking lot where cars will come and go all
day long. It is only to be used for our own employees who arrive in
the morning and go ,ome at night -- in and out once a day.
3) The parking lot is on solid grade. The ground is very firm. It has
been on that same grade for centuries. It is not on fill so there
will be no settling or giving way.
For these reasons -- infrequent usage, only light weight vehicles and
absolutely solid grade underneath, we feel that replacing this solid grade
with 4" of crushed rock additionally would be unwise, in this case costwise
and for practical reasons.
Your consideration of our request will be very much appreciated.
Yours truly,
BYERS PHOTO EQUIPMENT COMPANY
Don $yersl-y
President
DB:hc
DESIGNERS AND MANUFACTURERS OF PRECISION PHOTOGRAPHIC FINISHING EQUIPMENT
A.V Ilia
ec �,Al 6955 S W. SANDBURG STREET • POHTLAND, OREGON 97223 U S A. • (503) 639.0v9 TELEX NO 300 498
7-i 17 T1
DESIGNERS AND MANUFACTURERS OF PRECISION PHOTOGRAPHIC FINISHING EOUIPMENT'
7�
August 1.0, 1!l ic)
Don Lycrs
flyers Photo FquiQ;j�cnt Cos•:pany
3.W. Sandaurg
Portland, Oregon 07423
Dear-bon:
:,ioae'i.vod your rovised site plan and all conditions of the
D�•s �;n
1:6view 3oard have becu sati:;f ied except #1 ,City
L;1Cineering Departmant approval of the crass; section of the
parking lot". :father than have you prepare a cross soction I
ar,I inclu:!inb the city standards for parking lots.
2" Class "C" Asphaltic Concrete
2" 3/4', O" Gruslied Roc):/G:rkvel
G" »" - U" CrusAed ivock/G.ravel
with a 1" ovvrlay required within ono year.
It yvu have any questions, please do not he,,itrite to
contact this office.
Sincerely,
Rir.:hard Daniels
Associate Planner
s f
cc: Lu6inmjri.ng Dept.
46
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Schm'�'crc, 11arrington, Bana, H geotad 1 1 ; •�
:;r:;�tr.rrLer
17, 1969
P,]r!n 7
b_,.SEN, KRAUSE & SCHOENLEUER
;,t the site it appears that it r i1.Z be possibl.:! to place the proposed
structure entirely in an �-i-:oa und...-rlain Dy Boring Lava.
Ilri'rlever, if: the structu:o is to JL: lUc:ltod pZrtly on bedrock and
partly on deco overburden, i.e. , :;rcatc:r than 15 feet below basement
lovel, it would be necessary 2.or th,, control of differential, settle-
ments to found that portion of the i:uilding not underlain by Boring
Lava at shallow depths or piljincj driven into the stiff soil over-
burden or, deeper, into bedrock. For example, if part of the build-
ing were= founded in the vicinity o:: B-4, such piling would most
likely be driven to depths so;,ia 45 foot or greater. For preliminary
design purposes, the design capacit:mea of steel H-piles or cast in-
place steel shall piles driven to suc'i depths in stiff soil over-
burden would be in the orders of 40 tons.
The physical charactcristiCO of the Boring Lava are not
Particularly important for light-waight one to two story warehouse
or office buildings. In areas where the Boring Lava is at a relatively
shallow depth, i.e . , 15 feet or less, the strur.tural loads could be
t•rons£erred to the underlying rock by spread footings as shown in the
upper diagram of Fig. 7. Where the ovcrburdon is on the order of 15
feet or more in thickness (lower diagrams of Fig. 7) the foundations
would be placed on the firm to stiff silt. In this regard, a similar
approach, i.e. , founding the structure on spread footings on the
( firm to stiff silt, could also iso used if the overhurdrn was
relatively shallow. Spread footings founded on the rear-surface soils
at a depth below the ground sur:"ace of 3 feet :•ould have a design
bearing pressure on the order of 2000 to 4000 lbs. per sq. ft.
Warehouse structures designed with ,a slab-on-grade at high unit floor
loads and placed in an area having an irregular rock surface could
rcSL11t in excessive diffe -ential floor settlements and unsightly
cracking of the floor sl<.). However, this could be handled by suit-
able site preparation, p_)ssibly, by over-excavation and backfilling
with a :sufficient thickness of compacted structural fill. Possible
alternative foundation approaches for this situation would be to
preload the building site with a fill surcharge equal in weight to
the proposed floor load ; or to design the wareh,use floor as a struc-
tural slab; or to adopt maintainance to repair any cracking as
necessary.
In summary, the borings disclosed stiff soils, shallow
bedrock in some areas, and a deep water table. With regard to the
lamer item, our experience in the project vicinity indicates that the
water table is seasonal, probably rising considerably closer to the
ground surface during the winter months than present levels (summer
levels . ) Overall, the foundation conditions are favorable_. No ex-
cessive foundat4.on problems arc anticipated for 1 to 2 story
light weight structures founded at r -ado .
r
I
: 0-464
Schmeerc., Harrinr4ton, Bana, Hagestad
SQptember 17, 196
Page 8
Excavations for basements or any extensive sire grading
may encounter bedrock consisting of Boring Lava.
The characteristics of the lava, i.e. , the existance of
extensive zones of poor quality reek, i.e:. , brecia zones ; a highly
irregular rock surface with varix. b1c d`pths of overburden, lower
diagram Fig. 6; deeply weathered zones, are all unknown at the time
Of this writing. So too are the areal or lateral limits of the lava
on the zite . All these characteristics are of utmost importance to
the design of the foundation for the heavy 8 story structure.
However, it is our opinion, that a heavy structure as proposed can be
founded entir.nly on the lava or, partially on the lava bedrock and
partially on piling driven into the stiff soils.
It is important that additional explorations of a sufficiently
broad nature disclose the characteristics of the bedrock where the
loads will be imposed. In this regard, geophysical refraction
surveys as well as diamond core drilling and/as wagon drilling will
be requ;.red . Major costs occur when the foundations are designed
for certain foundation conditionE that fail to materialize during
construction.
In our opinion, although additional extensive foundation
investigations will be required at this site for final foundation
design, the existance of bedrock close to the grou:`.a surface, which
appears to exist over a signifi-:ant position of the site, is favor-
able to site development.
We tri st that this preliminary analysis of the fo:indation
conditions disclosed by the borings is adequate for your reeds at
this time.
Very truly yours,
SHANNON & WILSON, INC.
Y
Patrick B. Kelly, P .E.
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by •t_
L. Radley Squi �r, P.Er.�
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ry� w I PENETRATION F 918 TA NCE
STANCIARD
SOIL D E.. I PT I O#1
0401b.wipht, 30"drop)
a e �;i o, d Blore per Pool
Sur?4Ca Elovatlonl * 240 0 rn �' 0 p 50 100
0 C
V( r.y �t:iif mottled brown to dark
clayey arid sandy SILT.
I5
'J#9ry 01.10W !,ilty CLAY wit:11 6.5 . . . . . .
cinder tr;lc{Irif)IItS ( J .I�Uat)ly 3
W%:!.-It.hered a.. I►L �..- - 6.6
BORING LAVA (probable 8.7
hec3rock. cr10 ---
Bottom of Boring M " :
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(Practical refusal
for drill rig) rc
Completed 8/28/69
Ir 15
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'Surface elevation at boring taker . . . . .
r.om USGS Quadr.anglp sheet . . ' '
LEGEND 0 —�
O `>6 kMtsr eonfenl
2.0~OLD,eplll spoon &arnPl4 Impenrbue eeel
JAI 3.0" O.D. thin-vollsornph 3R-Wale• level
!f Sample not rerove►ed Pleeomet.r NP
Atr-etarg I►mitei P r4mplop Pushed LOG OF BORING NO. 8-3
f -fes— +Llewid limit USC unlll•d Soil SEPTEMBI--R, 19G9 0-464-1
�'�--NOW relwater 004" C141811`100144 9HAN140M n WILAoN
�"•",Pleetle ihll� BOIL NeCIIANICe O ►OUNCVTION XM6I"2ene
rIn n
84TANOARD
W C_ = PENETRATION RESIOTANCE
"AIL DESCAIPTIC'y w
u
jzW _ (1401b.wigl,t, S4••dropl
Blow• par foot
ca a a:
lzurfaco Elnvatioas # 2.4:; ; W " n 0 50 100
0 0
ring to ..tiff hrowr, clayey SILT, . . . . . .
c i ttlnp• : : : : : :
1
50 2 b
�iOftIC:G LAVA 5.3
(prol,.,l�lc b(_clrock) . . . . . . . . .
Bottom of Borir
(Practical refusal Lor
drill rig) --
Completed 5-29-69
' Sur[ace elevation at boring
I.a,-cn from US(,S Quadrangle sheet
0
' Grob sample LEGEND e , wole► content
Z 2.0"CLD.eplll spoon ea�+ple Imp*rrkvp esil
11 9.0•• 0.0. 1hIn-vroIIpomp4Watgr kirei
-)t Somoo
ple not rererod kw Pletometer tip
A"orbe►q limits, P Sampler reene4 LOG OF BORING NO. B -2
—1+L19u1� limit USC llnllled Soil SUTEMBF13,1969 0-464-1
--.—NOW rtI Valor 48614#4 Claeelflaetlon DMANNON • WILDON
�. ,,►leetlt Ilrnll ROIL NICHAMIC(I 1 ♦OUNOATIO04 eM414190e
STANDARD
SOIL. DESL TION u �. � PENETRATION RE31STANCE
1� .2 8� (1401b.weight, 30"drop)
* o. �'� a ♦ Blows pw foof
Surface EIeHationr 255 � N o 0 50 I00
mclttl.ed brow" t0 l: as O O
liljhtly clayey randy SILT, di-mp.
5
2 . . .
31
Firm to ,;tiff yellow brown clayey 9.5 10 r
SILT with (lark gray nodules and z . . . . . . . . . . : : .
etrcarc (probably weathered J . ; '
Boring LAv .i) . . . . . . . . .
13.4
BORING LAVA 14.0 5 - 45/I'--•
(prol)able t�cdrock) :z� 15 -_
Bottom of Boring
(practical refusal for
C
drill rig)
Completed 9/2/69 M
20 . . . .tib. _.
'Surface elevation at boring
t,zken from USGS pnadrarlglr. sheet
X Grab somple LEGEND 0O % water Content
S 2.0"QD.ep11t spoon somple Impervious real
7i
7.0" O.D. thin-milmmplsk-1016104"Stor
Water frvel
Sampls not recAvsred tip
At"rberg limits, P 8o►nplerwshsd LOG OF BORING NO. B-• I
F "► -1+E1Q"'4 lin'it USC Unitm Sot! SEPTEMBER, 1969 0-464-1
---Noturolwetwee"ho Clesslll0eflat► lNANNON a WIL.lON
limit MIL MICNANICS a POUNDATIDM IN/INIIrIe
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71AINTENANCE BOND Bond No. 175.30
T-T 34 1 rr PH',ID IPACIIVIC! IZV;�TJI�,f3NC:E� COMPA1r7Y j�
11U1r11L Q111•r,,l', TACO MA, WAU111NUIUN
KNOW ALL MEN BY THE,\E PRESENTS, that we BY►,RS 110TO I:Q1.1.1I'MENT MY OF TIGARD
,is Principal, and UNITED PACIF IC fNSURANCF COMPANY, a Wd4hintilon I ,nl�ur,ltlun, ,ys Stul.ty, 'lle hold
firmly bound unto
CITI OF TIGARD, 010;6014
as Obligee, in the full and just sura of - - - -THREE HUNDRLD AND NU/I UU_- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - Dollars ($ _i0U.0U ),
for the payment of which sum, well and truly to b6 made, we bind ourselves, uur heirs, executors, administra-
tors, successors and assigns, jointly en-+ severally, firmly by these presents. '
WHEREAS, the said Principal entered into a contract with CITY OF TIGARD
dated SEPTEMBER 13, 1976 for MAINTrNANCE WITH RI,11"111:NCES TO I;ItLAK1NG INTO C01113
FROM STREET AND CONSTRUCTION OF DRIVE-14AY IN CONFORMANCE' WITH CITY OF 'TICARD ('.ODI-',S
AND/OR REGULATIONS
WHEREAS, saiu -ontract provides that the Principal will fLIMIS11 a Lund condilioned to girawntee
for the period of ONE year(s) after approval of the final estimate on said job, by the owner, against
all /ire cots in workmanship and materials which may become apparent duo ing said period, and
WHEREAS, the said contract has been completed, and was approved on
NOW, THEREFORE,THE CONDITION OF THIS OBLIGATION IS SUCH, that if within om14 v(:ai(s)
flum ;he date of approval of the said contrac•1, the wotl: dune tinder thr wilil" ,,l "'lid colitr,u-1 gli'lil Iii:I In.i
1�oor workmanship in the execution of said wurk, and the carrying out Irl Ilse II Int" Irl ",rid conlix 1, --+r it "11,111
that d0pctive materials were furnished t1wreunder, then this oliIiiiallon 41,111 witi'lin in VIII iowe,tnd
virtue, otherwise this instrument shall be void.
Siyned and sealed this 13th day of SrPTE IElt 19 76
1'�Itrn�s,
_11YERS.11110TO.EQL11PMiM CO.
PI i cit e�
UNI i ED PACII IC INSLIRANc:F CONI AN1
Betty 1, Orona, Aiixnev-IrnFact
BDU-2308 F0. 7-71
T ,,7SU7?.,/_�.N�iF COMS'A.N. Y
• ( I+ .mt: OFF1C1:, "TA(,OMA, WASHINGTON .
POWER OF ATTORNEY
L-1) PACIFIC Ir SURANCE COMPANY, a cor(xxation duly uiganiaed under the taws o!the
w AI 1 Mt N fill, ?HESE PRF.6E NTS, That the 1IN11
moll` h . dot!,Imrehvn,akP,rnn%ututP,n„1altllntnf BETTY H, ORONA of PORTI,AND, OREGON-----------------
is our ri d 3wIuI Attcaney ,n fact,u>makr c.erute,seal and deliver for and on Its hrhalf,and as on act and deed
ANY AND ALL PONDS AND UNDERTAKINGS OF SURE'IYSH]P---
,,d It, lia,d Ill, UNI1ED PACIFIC INSURANCE COMPANY thereby as fully and to the same ex.,1 as It such bonds and undertakings and other
w •irons ,'!+�n.+tc+'to to the naturr IhHtr'nl w"tH� I"ll try an E.xecut.ve Offerer of 1hP UNITED PACIFIC INSURANCE COMPANY and scaled and attested
I,s „nH.,II�r� N _.ch„Illrr,s,And hen'hv �.ul„'.,,nil rnnlun,s rill Ulal n'.•.aitl Attrone0ol in fact may do In pursuance hereof.
'11is Prwei of Attotnuy v. klimil"1111I111'•t ;Ind fly atlll,ot.ty al Se(alon 37A ut the BY laws of UNITED PACIFIC INS UPANCE
C17'dPANY 1,04:11 plot'Isions ale now In full force and effect,redding as follows:
SEC110N 37A ATTORNEYS IN FACT
SECTION 1. 'rhP 6oAid of Directors, the Plrsirlrnt,01 anµ t Vice Ptesudent or Assistant Vice Pfs dent shell have power and authority to: (a) appoint
AttornPs'.,n foci and In authnr,re ihr.m In rxerute nn behalf"of the Company,bonds and undertakir re°ogn aances,contracts o1 indemnity and other
wt amgs in
fact
iy In the nature to lherld ,and(bl to r,.npove any such Ailornev in fact at env time and ,1Ke the power and authority given to him.
SEI.f 1(�N ?. Attorneys in shall have IK,wer and authority,So")'( he to the terms and limitations of the power of attorney issued to them,to execute
ind tlrlwa nn br9Alf of thn Cumpanv.hoods anti undeuakings.rHrognla,nces,contracts of indemnity and other writings obligatory in the nature thereof.
The crnl,r,rAie scat rs not necessary fur the 1;tl,dny oil ally bonds and untdentakinp,recegniaances,:contracts of indemnity and other writings obligatory in
I11.nalun'thrn'nl
rd
Diorpt-trots of
I lin. I",tvrt „1 atu,rnry r. sutrnvl rnul .,.,terl by IarOunllA nnrder Iu,d try aulhonly ul IhP following Rasolullnn arinpted fly tthe
nenarid ef,d Resol Ilton
t INI i l I,PACII It'. INSW14ANCI ci,MI'ANY ,i1 ,1 nA,11111( lu'Irl nn Ihn 71"11 d•w nl Oetnber, 1971,et which a rUu,n,m wasp s 1
h,r.t%,n lu•nn.unrnard.,r trpealrU
({,• ,,Turd,?hal the O,gnAtwrO nl sill h 11114.1.,ns and nll,ror%.Intl the -ill tit Ill'?rornpany may fin affixed 1n ally ouch power Of
3tu,inry 11, any cetttbcalr rM,nmg ilivwty by larsumle, anti any suite power of attorney ur cerhl c31e hrermg such facsimile
s,ynannes rn lacsimile wal 01311 be valid ri hind,nq u(Iun the Cnng,anv and env such power so executed and certified by
fArsnt,rle signatures and facsun IH seal !.hal he valid and binding upon the Company in the future with respect to any bond or
uneertaking to which it is attachHd.”
CIFIC INSUFLANCE COMPANY has caused IhPsP p,esems to be signed by its Vice-President,and its corporate
IN W11 NESS WHERFr F,the UNITED PA
a•aI to he hrretn afi,xed,this. 1 B-t__riav nf..---T-LIy--------tg 73 W VNITcb 'ACIFICINSURANCE COMPANY
pit
i {7.,'tUtTVC Vice-President
ft All (1F 1Pttsilillgi:,it
(-nt IN I N' 01 Ili orce
lsP1;ly
f. ,1eynl - - -• 11.7,�.IHv%anally nlgtt'+"t'rf--- - -_L........_ _—__
rxoricutiv
o ill., VicA•Prr'.i col the UNITED PACIFIC INSURANCE COMPANY, and
U,Htetn,and that Seruen 37A,SHc1�on
d and tnlr•s1v1 Ute Inn•qunnt instrutnent Anil allotter? the %PPI of seed ro'norat,an 1
,nut .','• '� u,. I ..r , I `�,!t ,nn,n,t ,Int Ili,•I1^,nlul,nr.,sr1 Inrth 1hnrPtn,Arg still if,full l��
` y PuWashi,nl�ton
,) 11111 11'�'..lr]___ 1!1 _..71 UeIIt N
j -P + I marhll poll,And fru .,tale Of _
alr..es / Residing at -- gCQfiB - ------
I U. li�'lill ,IJIlI15tJ11 n',',,IAn1 Saru'uuy nl ?1111 I)N17(.1) PACIFIC INSURANCE COMPANY.(in he,Phy cattily that the
.,,,. ,,,,I, „t„ „t P„vmr „1 Athnn„v ,•„acranii by •.nal UNI tf 1)PACII IC IN!il1RAN(:F COMPANY,wh c1 i►'.ttll,o full
Iia, .,cul Tito,I '
IN MI NI tit,ltllf tit r of,I 11.1v„ it v,t n,, hand and,111,YPd Ill, %#,Al col %aid Cooipany this. _.13_ day nl, ' luu Lir—19.-16
N,.,.�yl,InyN3.r^ .a_—_ A,.S,Yt1y K.r'r•I HI Mry
f
Will",
r 9-13-76
)WE'RS 1'1l0TO EQ1',1PM1;NT CO, `�Ci. k-l�..l . . . , ►�tiLl..-
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l 1)�i5 S.W. ti:1Nit1�l�12C; 'II;ISI;C "C. 1. (N
d. Al r,
OREGON 1)i !''1 � i n, f'.•,�h.�'r1
'��en��-IzlrAs
A!'!'I-,NT I ON: .1I,,NN A
I
ENCLOSED FIND $300 MAINTENANCE BOND TO CITY OF TI GARD. THE PREMIUM FOR THIS BOND
"11.1. Bl: $•'S AND INVOIGI: WILL BE FORTHCOMING AS SOON AS THE COMPANY BILLS US.
C&PBELL, GALT h NEWLANDS, INC.
�latI Burtman, Sec:rrtary to
Stan Boquist
P.S. WE WOULD CALL YOUR ATTENTION TO THE FACT THAT THIS BOND MUST BE SIGNED
BY AN OFFICER OF BYERS PHOTO EQUIPMENT CO.
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