13800 13840 SW FANNO CREEK DRIVE-1 ADDRESS:
-C 860 -e 138,elO St-o ovjua_Cowk_
S i m q�- Sawe r (�e ;A a ng::/ o f Alar Aus
c�
i.'records\micrcflm\targets\building.doc
May 1, 1996
I
Allan Solares
13556 SW Twin Creek Ln
Lake Oswego OR 97035
RE: Certificate of Occupancy/Fan..o Creek Village Apartments
13800 SW H
r-ititiND CnFFor
Dear Allan:
Pursuant to our conversations last year, i am again requesting that you submit to the City of
Tigard another set of plans for Fanno Creek Village Apartments. The Certificate of Occupancy
has not been issued f'or Fanno Creek Village Apartments and cannot be issued until we receive
another set. The set of plans at the City are water damaged and we are not able to microfilm
them. We are in the bi-yearly process of microfilming and we must receive these plans within
the next two weeks. As soon as we receive the plans, the Certificate of Occupancy will be
mailed to you.
If you will recall our prior conversations, it was David Scott's decision that it is your
responsibility to provide us with another set.
Please call me ifyou have any questions.
Thank you,
Jeanne Flaig
Building Division
c: David Scott
Greg f1ranac, Mackenzie-Saito
cr
April 10, 1995 CITY OF TIGARD
OREGON
Mr. Allan Solares
13556 Twin Creek lane
Lake Oswego, OR 97035
Re: Fanno Creek village Sanitary Sewer
Dear Mr. Solares :
This is to acknowledge that effective April 7, x995, the public
improvement facilities installed within the sanitary improvement
project ccmmonly known as Fanno Creek Village Sanitary Sewer is
fully accepted by the City of Tigard for operation and maintenance
by the City .
Further, this is to acknowledge that the City of Tigard has no
further interest in, and authorizes release of, the project
performance/maintenance assurance . Additional information is
enclosed.
Should you have any questions regarding the above project
acceptance and assurance release, please contact. Mr. John Flagman at
639-4171 .
Sincerely,
Randall R. Wooley 4. 1,, ,15
City Engineer
h3\engdoc\maeter9\doc10.=t
C
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -
April 7, 1995 CITY OF TIGARD
OREGON
Mr. Allan Solares
13556 Twin Creek Lane
Lake Oswego, OR 97035
Re: Fanno Creek Village Sanitary Sewer Assurance
Dear Mr. Solares :
In the matter of the Fifty-one thousand eighty dollars ($51, 080 .00)
Agreement with Depositor and Trustee on Savings or Deposits
(Savings Account #100-1.4206907) between Allan Solares, and the City
of Tigard, Oregon, and Pacific Forst Bank; this is to serve as
official. notice to allow said Bank to release to Allan Solares all
of the remaining funds on deposit entrusted to said Bank. All of
the work assured thereby is satisfactorily completed.
If you have any questions regarding this matter, please contact
Jr..nn Hagman, at Tigard City Hall, 6'9-4171 .
City of Tigard, Oregon
By
City Engineer
dJ/JH:F'annoCr'✓.L6e
13125 SW Hall Blvd., f1gard, OR 97223 (503) 639-4171 TDD (503) 684-2772
w
MEMORANDUM
CITY OF TIGARD
TO: Jerree I - � June 29, 1994
FROM: Michael 'JkµIW-
SUBJECT: Fanno Creek Village/Solares
The following is a list of the un-completed items that need to be
completed prior to occupancy:
1 . The emergency vehicle access driveway shall be signed in
accordance with Condition #3 for "no parking-emergency
access only" and as shown on the plans
2 . The planting and irrigation along the southerly boundary
within the street area shall be removed. The plant
screening shall be re-installed in accordance with the
requirements of the Planning Department (Condition #4)
3 . The sidewalk for the existing dwelling is not identified
(Condition #6)
4 . The fire hydrant locations are not marked per the typical
centerline "dot" (Condition #8)
5 . Please provide the acceptance and clearance from ODOT
(Condition #9)
6 . The asphalt path pavement construction was not in3pected
by this office. The contractor shall provide cor.ings and
compaction of the asphalt concrete . As an alternative,
the applicant can provide a long term bond to guarantee
the construction (Condition #14)
7 . The legal description for the street dedication is not
correct . The street dedication document will need to be
revised and re-recorded. It is requested that copies of
all the documents that p.-ovided .`or the dedication of the
easement to adjoining property, the dedication of the
greenway and sewer access easements be re-reviewed by the
City surveyor (Conditions #13, #16 and #20)
8 . The curb return at the southeast corner of Hal; and Fanno
Creek Drive is too low. Please direct the aoplicant' s
engineer to provide us with the staking ir.forma,:ion or an
as-built survey to verify that the curb elevation is
compatible with the centerline grades for Hall Blvd.
(Condition #17)
9 . The applicant is responsible for the Fanno Creek Drive
improvements from the centerline of Hall Blvd (Condition
#19) to a distance of 137 easterly, including utilities .
The plans were approved without the requirement of the
relocation of the power pole at the southeast corner of
the intersection; however., the telephone riser is in the
area of the future sidewalk and the relocation of this
facility is the obligation of this development . In
addition, the guy wires may need to be relocated to
accommodate the new sidewalk which was to be placed
around the pole! as a condition of the pole remaining in-
place . (Ref : job notes in file---SDR 92-0020)
10 . The temporary driveway constructed '_or this development
off_ the end of the public improve►.tents for Fanno Creek
Drive is constructed at a grade of minus 4% and is not
consistent with the City standard plans which require a
landing of plus 2% . This will require extensive
reconstruction on-site in order to construct a standard
City private driveway . The driveway should be re-
constructed to the stanaard grades to align with the
profile provided by the applicant (Condition #2.1) and the
applicant shall provide an easement and right of entry to
the City in order to allow the adjacent developer to re-
construct the driveway. It is the requirement of the
adjacent developer to construct the street improvements
but the Fanno Creek Village project has not cr_aded the
roadway to the grades provided by their design which
creates a problem of slope easements and entry onto their
property by the adjacent developer. It is recommended
that Fanno Creek Village aeveloper remove all
improvements in the street right-of-way and the adjoining
slope area and re-grade to the proposed street
elevations .
11. . The water quality facility is not adequate and the
applicant should prepare a report on the current status
of the f,.cility and its ability to provide the water
quality standards of the Unified Sewerage Agency (USA)
(Condition #23)
12 . The centerline monumentation shall be installed and a
copy of the survey notes provided to the Engineering
Department- to verify location (Condition #28)
13 . The items outlined in the February 16, 1994 letter
(attached) from the Engineering Department
Please transmit this information to Mr. So.lares . Thank you.
c : Letha Thomas, laity Inspector
1,,JA\FanCrk01.mem
February 16, 1993
Mr. Allan Solaces CITY OF TIGARD
1,3556 Twin Creek Lane
Lake Oswego, OR 970.35 OREGON
RE: Fanno Creek Village Sanitary Sewer
Dear Mr. Solares :
This is to acknowledge that as of February 1st, 1993, the sewer
improvement project known as Fanno Creek Village Sanitary Sewer has been
conditionally accepted by the City, placing it onto its one year
guarantee period, subject to the following:
f✓l Completion of incomplete performance items, namely: installation of
maintenance access road.
[✓] Correction of known defects, namely: Provision to the City of all
necessary, complete and properly executed easements; said easements
to be granted to the City of Tigard, Oregon.
[✓] Continuation of developers maintenance responsibility and correction
of any deficiencies which may arise during the guarantee period.
To assure the aforesaid, until such time as the project is fully
accepted by the City for operation and maintenance purposes, the City has
tak;:n the following action (s) :
[ ]
Authorized release of the original performance assurance.
[ ] Authorized continuation of the original performance assurance in
full force and effect .
[✓] Authorized i, reduction of the original performance assurance and is
holding the balance as a maintenance and performance assurance.
[ ] Accepted a (reduced) performance assurance.
( ] Accepted a maintenance assurance.
[ ] Other:
Should you have any questions regarding any of the above, please contact
me at 639-4171 .
Si cerely,
John Hagman
Engineering Technician
d]/JH:FannoCrV.lcs
13125 SW Hall Blvd., Tlgard, OR 97223 (503) 639-4171 TDD (503) 684-2772
KEYWAY NAT. -Fanno Creek 5035907514 P. 01
(_:,onatrUCU0jl JUSPCC M& r(i:]at0d'1"tS'
#;arlson 'Testing, Inc. Ge�te�3v1ieK1 C��„�ti�
P.O. Box?.3614
June 17► 1994 Tigard,ofagor 'A 281 :
#CP-9056 Phone(60:3)664.:f46Q
Gramor Development, Inc. FAX.1 684.09!54
9895 SE Sunnyside Roar' •P RECEIVED PLANNING
Portland, OR 97015
Re: Fanno Creek Apartments JUN 3 0 1994
Class "C" Asphaltic Concrete from Porter-Yett
Gentlemen:
Following are results of an extract ion-gradation run on a sample of
Class "C" eLophaltic concrete supplied by Porter-Yett and sampled by
our representative on June 16, 1194. This material was received i<, �
our laboratory on June 16, 1994 and tested on June 16 , 1994 .
EXT RACTION-GRAD ATIUN„_QSHD TM _TH 368, TM 311•_•jM,�
Sieve Percent. ODOT BROAD HAND "C"
ireassi ►ecif ig42Ciona
1" 100 .0 -----•-
3/4" 98.0 99-100%
1/2" ( 76. 0) 90-100%
3/8" 67 .0
1/4" 60 . 0 52-80%
#4 50.0 ----- -..
#8 30 . 0 ------ �+' 9
#10 26 .0 21-46%
#40 .11 .10 8•-25% it
#200 4 .6 3-9% ` .
A.c. 6 . 4 4-8% ;
This saraple fails ODOT Broad Band "C" Formula specifications on
1/2" sieve. ^t+
OSHD TM 306-A, TM 368 Rice value = 154 . 5 pef
�i
Our reports pertain to the material tented/inspected only. m
Information contained Yerein is not to be reproduced, except ill '
full, without prior authorization from this office. �Jr
If there are any further questions regarding this matter, please do
not hesitate to contact this office.
Respectfully sub itted,
C I qw.Sir IN INC.
Dou s W. Leach i f�
Pr dent.
IN
Cp
+;Kt+r�,uriikV., C• ,
''ity of Tigard
�4av National Cornoration
i
L T T Y OF T 1GARD -- RECEIPT OF PAYM Nt
CHECK PMl:1I.IN T s 57 7. 86f,
AAMF. t SOL.ARES, ALLEN CASH AMOUNT s 0. V1glI'`.
4T1OWSS a PAYMENT DATE : 12/23/93
L;I.BDIVISIOM t
IMPOSE OF PAYMENT AMOUNT PA 10 PURPOSE OF I5AYMI.NT gifiPll)NT i��"i'ICb
E:CHANICAL PE MFC:93--0 3`11 1i4. ov, faT. Htl I.L.I7 PFR �..__...6. 00
LAN CHFUX FF:: 30. 00 MF'C:.HANIC;AL PF MF-l:y;i -0 3'ae'"': (44. 50
34'. BUILD PE14 4.23 Pl...AN (A-11-A-K Fla 13
CHANICAL PES: MFU93—•0.:353 I20. 00 (1-1 . HUII.,L) PER
LAN CHECK FE 31A. 016 W.J;HAN I C:AL. PE ME:I.;93- 0 354 I '_0.410 I
1. SUILD PER 6. 00 PLAN l::HFGK FF 130. 00
I
i
ANNO CREE-K V ILLAUE: FaPAR 101fNi
OTAL AMOUNT PAID 5'7'7. 86
�...._---.---r'-.---•.� ..�.rrr�+r--.�✓�-•.�,^+'-ti+'�r�.rr-------- .....__._.. _.�._.__may
�!!$Y1rs�1'ION lIOT� �
City of Tigard Building Department
13125 110 Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phona)t 639-4175 Business Phonat 639-4171
Inspections
Footing Plbg. Underelab Koch. Rough-i.n Appr/Bdwlk
Found. Plb4. Top Out Gas Line FINALe
Past/Seas Struct. Bar.. sewer Framing -Bldg.
Post/Beam Nwh. Raln Drain insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bd. -Koch.
Date Request)eds
Addreese I'� l-, f P """"'� v`sc'� Permit
THE FOLLOWING COFMCTIONS ARE REWIREDs
Inspectors - Dates G__1
APPROVED DISAPPROVED APPROVED SUBJRCT To ABOVE
—_Call For Reinsp.
INSUCTION NOTICB
City of Tigard Building Department �' -
13125 ell Rall Blvd- Tigard„ Oregon 97223
Inspection Lin. (Roc-O-Phone)t 639-4175 Business Phones 639-4171
Inspection: �-5C7�Y v^,
Tooting Plbg� Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top out Can Lin. FINALt
Pont/Beam etruct. `-San. Sewer .� Framing -Bldg.
Poet/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor pater Lin. GYP. ad. ..M*ch.
Date Requested,__ -/1 5
Aadr..s t Permit ft
Builders
THE FOLLOWING OORRF.CPIONS ARE REQUIRED:
.� 11
Inspector:__`%% _ Date:
APPROVE? DISAPPROVED APPROVED SUBJECT TO ABOVE
_ _Cell For Reinwp.
i
CASCADE PHILLIPS CO.
SANT-POT
P 0 sax 4
OREGON CITY. OREGON 91045
656.9415 345-9009
1 800-452-8379
eOLO Ih' 7=,;Ai� COD I CFWh]f I� ON ACCs �AiOSE�•p i 1 ----------'--_._
�)f Ok-SCF71PT1ON f�F. .l nM(?IINT_'
/Z//
_ A i
C � C U
Sw
?A)(
RECErvEb Hv / - '
TOTAL
A11 ctnims MIA returned goods
4 5 2 4 Mt1ST be accompanied by this bill 7-hank`Ivu
3118PECTIGp NOTICE
City of Tigard Buildiamy Department
13125 Aw Ball Blvd. Tigard, OrsWm 97223
Inspection l,ine (Roc-,D-Phona)t 639-61:5 Business Phone, 639-4171
Inspections
Footing Plbg. Undurslab Mach, Ro•39h-in Appr/8dwlk
Pound. Mg. Top out Gas Line FINAL:
Post./Beam 8truct. /ap, Bower l Framing -Bldg.
Post/Beau- Hoch. Rain Drain Insulation -Plumb.
Plbg. Underfloor Natter Line Gyp. Bd. -Koch.
Data Roquestedt /
Q Tlma: �
1�f
Address� �t'C} -V �� �7LA+„s0 `/illi Permit #:';;,(T
Buildersl/) � 11'(Y v "A,
THE FOLLOWING CORRECTIONS ARM REQUIRED:
ev
Inspector= _
-- Data
APPROVED DISAPPROVED APPROVSin BuBJECP TO AHO'VE
`Call For Rainap.
�!7
IRSUCTIOB 119T
City of Tigard Building Depertaumt
1312S 611 Ball Bled. Tigard, Oregon 97223
Inspection Line (Rer-O-Phcns)t 639-4175 Business Phones 639-4171
xiak
Inspect i otr t --
tooting Plbq. Underslab V^ch. Rough-in Aper/Sdvlk
Patted. Plbg. Top Out Gas Line ■IBALt
Post/Bean Struct. San. Sewer truing -Bldg.
Post/Beam gsch. Rain Drain Insulation -Plumb.
Plbq. UnderflooraaterLine G0". Bd.• -Ksch.
Date Requested t q-22- - IQ-3 Tims c
Addreso t 77 ' 1�"�� ` t�� _`P•rmi[ 1 t dG� -G�-'� "
Builders
roLLOVIMO CORRECTIOIIS ARB REQUIRED'
_ , _tel
i
T`�--
�j
Inspectors _� Date
�- APPROVED DISAPPROVED APPIMND SUBJECT TO ABOVE
Call For Reinap.
CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT NO. 993-244392
CHECK AMOUNT s 6571. 54
NAME a ACI MECHANICAL CASH AMOUNT 9 0. 00
ADDRESS s PAYMENT DATE 9 09/21/93
SUBDIVISION
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
PLUMBING 5055. 00 PLAN—CHECK FE 126 77
PERM
ST. BUILD PER 252. 77
f(INNO CREEK VILLAGE APTS
'01AL AMOUNT PAID 6571. 54
IN6PEC1ION NOTICE,
City of Tigard Boildlag Devpertnemt
13125 Bw Ball Blvd. Tigard, Oregvr 97223
Inspection Line (Roc-O-Phont►i 639-4175 Dusinsss Phones 639-4171
Inspections. (,p5r f, \
sooting Plbg. Underbla1J Koch. Rough-in Appr/sdwlk
Found. PH* ftr out Aas Line FINALS
Post/seas etruct. (Nan. aewe 1 Framing -slag.
Post/Beam Nech. Rain Drain Insulation -Plumb.
Pl.bg. Underfloor Nates Line 1 Oyp. ad. A -Neth.
Date Raquesteds 0
Addrese s i, Ii ` G� �� -�`'�' . Permit i `'�'� CXR
Builders
TIE FOLLAIIINO CORRECTIONS ARE RNWIRSDs
_ r 7 -�
i
InspectorsI-
T—_ Dates
RPPROVED I)IRAPPRovwD APPROVED SUBJECT TO ASGVE
_Call For Reinsp.
INBPECTION NOTICE
City of Tigard Building Department
13125 Bw Ball Blvd. Tigard, Oregon 97223
Inspection Line (Ree-O-Phone)s 639-4175 Business Phones 6.19-4171
Inspections
to-ting Plbq. Underslab Mesh. Rougf -in Appr/Sdwlk
Pound. Plbq. Top Out Gas Line FINALS
Poet/Beam Stract. San` Sewer !rasing -Bldg.
Post/Deem Mach. Rein Drain Insulation -Ply.
Plbg. Underfloor Water Line Gyp, ad. -Meeh.
Date Requesteds_ It
-(lG-c({ Z J Times kk .L _PM
Address_ P.,.it fs
Builders 'C'V� f�7� l V0`.��
TRE FOLLOWING CORRZCTIONS ARE REQUIREDs I
Inspectors _ Datas_-J � --�._
APPROVED DISAPPROVED _ _ APPROVED SUBJECT TO ABOVE
__,Call
For Nkinap.
City of Tigard Naildiaq Department
L312S BW Nall Blvd. Tigard, Oragoa 97723
Inspection Line (Aro-O-Phons)s 639-4175 Business Phone, 639-4171
Inspections _ _ C-4 yy"
Footing Plbg. Underslab N--Ih. Rough-in Aper/Bdwlk
Found. Plhq. Tc% out Can Lina FINALe
Post/Beam Btruct. Bari. Bower til Framing -Bldg.
Post/Bean Nech. Rain Drain Insulation -Ply.
Plbg. Underfloor Nater Line Gyp. Rd. -Meeh.
Date RequestsdiZ j
TLM,Hp AN C �PM
PeruAddresse
Builders_� �l 1�1 I �(,C>X C(�/\jT e;tir�1 (611 -qs
TRi POLLOWIRO OORRSCPIONB An RBQUIRLD:
Inspectors
Datae
'f APPRovRD DISAPPROVRD APPRoveD SoBJkCT TO Af
7� Call For Rainsp.
INSUCTION NOTICZ
City of Tigard building Department
13175 OW Ball Blvd. Tigard, Oregon 97 �•��
Inspection Line kRsc-C-Phono)r 639-1175 Business P .61-11
Inspectionr_ _ `►(N\,
looting Plbq. Underelab Mach. Rough-:n Appr/Sdwlk
end. Plbq. Top out Gas Line IINALt
Post/Bean Struct. '( Beer lrsulng -Bldg.
Pott;Mare Mach. Rain Drain Insulation -P.udb.
Plbq. Underfloor "star Line Gyp. Rd. -Meth. I
Data ReQuestedr _t) I rTimet AM �'
pu
Addressa �'l �C Q /� {` �ctlit /t
Builder: ��1'U�_I�r�C�C l "\ �Y��.���V1 /req - DS��
i
TBR N/LLOMING OORUCT,[OMS AM RSWIP.6Dt
Az
Inepectort
APPROVRD DISAPPROVED APPRCNRD SUPJECT TO ANOVS
Call For Reinsp.
INBPRCTION MOTICE
City of Tigard M1ldiaq Deypartment
12125 Bet Mall Blvd. Tigard, Oragnse 9722
Inspection Lina (Roo-o-Phona)e 639-4175 Business Phones 639-4171
Inspections C��k N-&-'
Footing Pl.bq. Underslab Mach. Rough-in Apprt'sdwlk
Found. Plbg. Top out Gas Line
/INALe
Post/se" struct. Ban. Bevel) Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Ply.
Plbg. Underfloor n
QNater LiGyp. ad. -Mach.
Data Requested e tt D��10-13� Times RN (�_�( �PK
Address: Penoit
Builders �r'1
TBR IOLLONING CORRBCTIONs ARE REQUIRED:
Inspectors _ Dater
APPROVED DIBAPPROVED APPROVED BUBJEcr TO ABOVE
Call For Rainsp.
IMa CTICl1 MO?I�
CLtT of Tigard Building pepar tasemt
13125 M dell Blvd. Tigard. *cagoe 972
Inspection Line (PAC-o-Phono)= 639-4175 Buaineos h 639 71
Inspect ions
footing Plbg. Underalab Mach. Rough-in Appy/adwlk
Pouf'. Plbq. Top out Gas Line FINAL
Post/Bean atruct. t q8. /taMB><j framing -Bldg.
Post/Beam Mach. Rain Dra1.B Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. ad. -Hoch.
Date Requsssteds <� Times AMAddrooss P
Permit t s`1'? !Z
Builders
TAE POLL MMfi OORRlCTIOMa ARE RMVIRED:
Inspectors _ Dater
APPROVED 7:rfiApPwv= APPROVED aUCJECT TO ABOVE
Call
For Reinsp.
City of Tigard Dai],Qiaq Departusnt
13125 GH Hall Blvd. Tigard, Oregon 97223
Inspection Lite (Rac-O-Phona)e 639-4175 Business Phonat 639-4171
Inspect ion t ,,'V✓A
Footing Plbq. Underslab Hach. Rough-in Appr/Sdwlk
Pound. Plbg. Sop oft Gas Lina FINALt
Fast/Beam atruct. Crap. sewer ) Framing -Bldg.
Post/Beam !tach. Rain Drain Insalatlon -Plumb.
Plbg. Underfloor Mater LLne Gyp. ed.
Date Requested e �` ,�_T,-,—,T�LM t _AN [V I PM
Addres e s 1 l- n- r.r err"" """ c qq
Permit �-
Buildere
TB2 70L2.ONINO CORRECTIONS ARS RZOIRSDt
i -
Inspecto s_ _ Datel6
_APPROVEO —_ DISAPPROVED APPROVED SUBJECT To ABOVE
Call For Rsinsp.
INSPSCTIOM NOTICS , oolo
City of Tigard Saildiarg Oaparhaaat
13116 ant Sall sl%rd. Tigard, Oragm 97123
Inapection Line (Roo-O-Phono)e 639-4175 Business PFones 639- 17
Inspections L�
Fcotinq Plbg. Ondersl►b Much. Rough-in Appr/Sdwlk
round. Flbg. Top Out Gas Line FINALS
Post/Baa. Struct. sa++e� Framing -Bldg.
Post/Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor pater Lina Gyp. ad. -Koch.
Data Requested s — . Ti�sa s
Address s � it
Builders f�Q,� \ lTC[�T �(Iti1'S1 �Ir14GSA 8 b�
THS FOLI.GNING COMCTIONB ARB RSQGIRSDs
5,0
Inspectors
Dates
7APPRdYSD DIBAPPROYBD APPROVSD Sunjam TO ABOVE
Call For Reinsp.
INSPECTION HOTIGI
city of Tigard Bnildimg Department
1.1125 M Hall Blvd. Tigard, Oregon 972
Inspection Line (Rec-o-Phone)t 639-4175 Business Phone+ 639-4171
Inspections , �('V j'�j
rooting Plbg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINALS
Poet/Beam Struct. ` $an. Bever) Framing -914g.
Post/Beam Mach. Insulation -Plumb.
Plbg. Underfloor Mater Line gyp. Bd. -Koch.
�� - -
Date Requesteds_ Timet f�xY pu
Addresst �'7 fl t'/ L( reit 4, - 3- 00(2_
Buildersl�.
TBE FOLLONIIM OOVjMTIONS ARE RWIRSDs
C"�Fc„vel
Inspector+ _. DatesSC�` /
APPW)VED DISAPPROVED APPRMRD SUBJECT To ABOVE
Call For Reinsp.
City or 2i9,.
�s25 8aZ1 dl•d. t�p•rt�.ot .M
In.p.eticn Lin.
(R -Phone I~' OCOWM 97223
D� 639-+175 Bu.ln... Phone,InaP�ction:_ J -4171
Footing GL"`
Plbg. 'Tnd.r.lab M.oh. -'---
Pound. �9h-in
P.bg. Top out Amr/Sdwlk
Post/Boas struct. Gas Line
BTN71Le
Post/seas Koch. Rain Draln Framing -Bldg.
Plbg. Dnd.r'loor In.ulatlon
Water Lina -Plush.
Data R.ga..t.d! GYP. 8d.
1 .5 -Koch.
,►adr...r r— Tom. ""--,*" F'_T
eulldr: P.rsit f t CxN 2
TPN
THs LLUMZKa O'M"CTIOKB A" ��r�,.. -�
"�1r�IRRD!
Inspect, !
_APPROVED Det.r
DISAPPROVED
APPROVED 80"CT/TD
_Call For Reinap. ABOVE
OIL
'R
■
INSPECTION ROTica
G tp or Tigard B.Lldiag papa /
1112' SW Ball Blvd. TLgard, Oregon 4j
In.p.ction Lin. (Rec-o-phone), 639-6175 Buaine.s P ones 639-6171
Insp.otion, ZIAINL n
Pootlnq Plbg. Dadetalt, Mach. Rough-in Appr/Sdwlk
round. Plbg. Top out Gas Lina
_ PINAL,
Port/Bewm Struct. San. Sewer) framing -Bldg.
Post/Baas Koch. Rain Drain Insulation
-Plumb.
Plbg. Onderfluor Mater Lina Gyp. Sd.
-Meth.
Date Requested, � �7� ` ��3Addreves
Lases _AM
PM
Builder,` �!C,
TBE POLLOMINo CORRECTIONS ARB REQUIRED,
17
f
I
r
Inspector � ,_._- ^y
Date,
APPROVED _- DISAPPROVED APPROVED SUBJECT TO
ABOVE
__C411 For Reinsp.
r,17Y OF' TICAPD RECEIPT 017' PAYMENT RECEIPT NO. :93-2427'76
CHECK AMOUNT s 16800. 00
NAME t SOLPRES, At-LAN CASH AMOUNT t 0. 00
ADDRESS t PAYMENT DATE 07/29/93
SUBDIVISION
PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
PARKS-*'' -- - SDC— 1Asoo. 00
PARKS DEVELOPMENT FEE (CREDIT FOR 5 SFD)
138-10 SW HALL --- FANNO CREEK VILLAGE
TOTAL AMOUNT PAID 16800. 012.
INSPECTION NOTICE
City or Tigard Baildisq Department
13125 M Ball Blvd. TLgard, Oregon 97223
Inspection Line (Asc-O-Phons)s 639-4175 Business Pho % -x{171
Inspections_ _aO�'I)L_f
Pocting Plbg. Dnde:slab Koch. Rough-in Appy/8"lk
Pound. Plbq. Top Out Gas Line PINALs
Post/Boas Struct. 'ban. Ser Framing -Bldg.
Post/Som Hoch. Rain Drain Insulation -Plumb.
Plbq. Underfloor Nater Line Gyp. ad. -Nech.
Date Requestods _ a` Times
Addres - geraIt # Ole-) .
Builder:s - -3 a y
TBE POLLOIIING 001lRBCTIONS ARB PJWZRRDt 97
Inspectors Dates
"PROVED DISAPPROVED APPROVED out /T TO
Call For Reinep.
INSPECTION NOTI[a
Cltg Ot Tigard Building Dapart.'ant
13125 BA Ball Blvd. Tigard,
Inspection Line (Rec-O_Phons t 539_ � n 97223
r 1 4175 8usinee• PhoInopectiont ne: 6. 9-4171
Footing
Plbg. Underslab Mach. Rough-in
round. APpr/9dw1k
Flbg. T,>p Out ane Line Post/Beam Struct. FIMAL:
Sau. 8ewer�
Framing -Bldg.
Poet/Beam Mech,
Rain Drain
Insulation _Plumb.
Plbg, Underfloor Nater Line
GYP- Bd.
Date Requested: -Mach.
Address: -�—��.�—.�------Tlma: —AM _PM
Builder: �' y� s��
"It
Permit
,���. iCsKf y� �-0 j+_ �
TNI FOLLOWING OORRECTIONS ARE REQUIRFDt ----
i _
Inspecto
a
Date:_
—^APPRgygU DISAPPROVgp
APPRo"D SU&TECT TO ABMrE
Por Relnnp.
MACKENZIE/SAITO & ASSOCIATES, PC.
ARCHITECTURE, PLANNING, INTERIOR DESIGN
0690 SW BANCROFT ST • P.O. BOX 69039
PORTLAND,OREGON 97201.0039 • (503)224-9570 • FAX(503)220.1285
July 22, 1993
City of Tigard
Attention: Mark Burrows, Plans Examiner
13125 SW Hall Boulevard
Tigard, Oregon 97223-8199
Re: Bui!ding Plan Review - Plan Check #6-69C
Fanno Creek Village Apartments
13800 S.W.-Wall Roulelg&W sw FAAIWO GC6E1( aR
Project Number 292210
Dear Mark:
appreciate tho time you spent with me in resolving the Plan Check issues. I am responding
to them in the order in which they were provided.
1. I have recalculated the buildings to reflect the inside face of the exterior walls and came
up with the following calculations for the area above the first floor.
Buildings 1, 8, 9 -3,924 46-aJ. oo S�
Building 2 N/A (sln le-sto building)
Buildings 3, 5 3,919.28 s.f.;
therefore, requiring a two-hour area separation wall
Buildings 4, 7 4,830.40 s.f.;
therefore, requiring a two-hour area separation wall ( +
Building 6 _ .3,009 1" . S.f
I have provided the two-hour wall detail as wall section A/A-3 and cross-referenced this
wall on the appropriate building floor plans.
,2! Attached are lateral load analyses for the buildings. Buildings 1, 8, and 9 are identical;
Buildings 4 and 7 are identical; Buildings 3 and 5, with the exception of the basement
in Building 5, are identical; Building 6 and the Community Center are individual building
types.
3. We have reviewed the shear transfer details and clarified the nailing pattern (Details
18/A.19, 19/A.19, and 20/A.19).
4. Solares Homes will submit mechanical and plumbing plans for each building.
W• According to Chapter 53, Section 5301 (C), it is not necessary to submit energy
calculations for energy documentation.
,,2' We have adjusted the appropriate details on Sheet A/19 to reflect the 4" sphere.
J! I have added a note to Sheets A/13, A/14, and A/15 in the legend near smoke
detection symbol indicating the power requirements.
F:\93-07\92210\22LIAS
Mark Burrows
Fanno Creek Village Apartments
Project Number 292210
July 22, 1993
Page Number 2
8. My calculations for basement/story definition are 53% exposed and 47% covered for
perimeter foundation. David Scott indicated some latitude in this calculation if Fire
Marshal agrees to building access. I would appreciate your review and discussion with
the Fire Marshal and then call me to discuss.
9 We have added an accessible drinking fountain on the north end of the Community
Center in accordance with your discussion with Allan Solares.
10. A detail for the handicap parking signs and references for location have been applied
to Sheet SD-1.
11. We have provided the markups for handicap acces3ibility within the typical units. My
drawings are getting so messy that the information was becoming illegible. We also
have added clearance dimensions for public restroorris on Sheet A-2.
12. Handicap mounting elevations and details have been provided on Sheet A-1 for the
public restrooms.
13. We have converted one of the accessible spaces in front of the Community Center to
comply with the van accessibility requirements (Sheet SD-1).
14. As you can see by the lateral force analysis, the buildings have been designed to
current seismic Zone 3 requirements.
15. In accordance with our discussions, the truss designs will be submitted prior to
fabrication by the vendor and signed by an engineer licensed in the State of Oregon.
16. The heights of the guardrail have been adjusted on the same details as referenced
under item 6.
Revisions to drawings are clouded and have a revision indicator box that looks like this:
I t�,•3
1.21 . 15
F:\93-07\92210\22LI.ke
Mark Burrows
Fanno Creek Village Apartments
Project Number 292210
July 22, 1993
Page Number 3
I hop�ee thesemeet wi b your approvai. Please do not hesitate to call should you have any
furtlhelr concerns.
Sin�erely,
nn
1
Gr tiA� Hr ac, rchitect
GA H/ks
i
cc: Allarv'Solares
Ken Solares
CAL4C(XLA"�Garg /rpm �D WOO WI 604
Rrxcfo- W»1T .
c�
F:\93-07\92210\22LI.ke
July 14, 1993 CITY OF TIGARD
OREGON
Greg Hranac
Mackenzie/Saito and Associates
P.O. Box 69039
Portland, OR 97201•-0039
Project: Fanno Creek Village Apartments- Plan Check #6-69C
13800 SW kms.
Fhiu.v0 C4A6115-L' 7)R,
Subject: Building Plan Review
(1991 UBC with Oregon Amendments)
The plans for this project were reviewed for conformity with
applicable codes. Please submit the following items for completion
of the plan review process at your earliest convenience:
1. Group 1, Division 1 Occupancies more than two stories in
height or having more than 3000 square feet of floor area
above the first story shall not be of less than one-hour
fire-resistive construction throughout except as provided
in Section 1705(b)2 (section 1202(b) ) . The alternative
to one-hour fire-resistive construction is build two-hour
area-separation walls when the area exceeds 3000 square
feet above the first floor.
2. Provide lateral load analysis for each building.
3. Provide shear transfer details for the roof sheathing
down through the top of the wall and at exterior
wall/floor joist locations.
4. Submit complete mechanical and plumbing plans (including
gas piping) for each building.
5. Submit energy compliance form for review.
6. All open guardrails (handrails) shall have intermediate
rails such that a sphere 4 inches in diameter cannot pass
thro-igh (section 1712(a) ) .
7. Smoke detectors shall receive their primary power from
the building wiring when such wiring is served from a
commercial source and shall be equipped with a battery
backup. The detector shall emit a signal when the
batteries are low (section 1210(a)3) .
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 --
8. As detailed on the elevation drawings, buildings 4, 5, 6,
and 7 are three story buildings which will require fire
sprinklers per chapter 38 and an elevator per section
3106(x) . Please look at the definition for "story" in
chapter 4 for clarification. In addition, a typical
elevation drawing with dimensions to match the "story"
definition will. be required.
9. Provide a drinking fountain in the community center per
Table 5-E which complies with ADA requirements cf chapter
31.
10. Provide handicapped accessible dwelling units per
3106(a)8.
11. Provide handicapped parking signs for all H.C. parking
spaces. Please submit a typical detail.
12. Submit handicapped details for bathrooms and other items
required to be accessible.
13. One in eight accessible parking spaces, but not less than
one, shall be served by an access aisle 96 inches wide
minimum and shall be designated van accessible (Table 31-
A, figure 9, and section 3104(g)2B) .
14. As of January 1., 1993, the western side of the state is
in seismic zone 3. Please review the seismic provisions
of the current UBC and resubmit any information that does
not comply with the new seismic zone.
15. Submit truss designs for review.
16. The top of all guardrails (not handrails) shall be not
less than 42 inches in height (section 1712(a) ) .
Please make these corrections on the Appropriate pages of the
drawings and resubmit 3 copies of each page to the City of Tigard
for review.
If you have any questions or concerns, please do not hesitate to
call.
Sincerely,
Mark Burrows
Plans Examiner
FAX (503) 684-7297
r►
CITY OF C-U 71 r, }t q�r4),�'T OF PAYMENT RECEIPT N0, t 9.3—c^41978 w�i���1.LI�TC" ,
CHECK AMOUNT t0900. 00
WAME e SOLARES, F,FNNETH CASH AMOUNT +', 00
AD1: REGS t 162 ESTATES DR PAYMENT DATE E 07/16/93
SUED I V I!3I ON
PIEDMONT, CA 13461 1-•-
�-:'UFRPUSE. OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
,-)'[::WLR LISA 10cQ0. 00
Al4n-UNT RAID
CITY 4F TIGARD
COMMONITY DEVELOPMENT DEPARTMENT
13128 8W Hall Blvd.Tigard,Or*W 07223.8199 (503)839-4171 *;
r U wt
s f, Uls � �:i � �'��' 1.%liKl"''{,Ekf1�:1y ,';li' C'.:�tV►r`1lltdtl `r
ype dfflO+ant b
b
r eco Cc cup y e LA
eg. .tlu n f
pit iso i Y,
AN is:
11vl tlltiel, e7'n'ir , pdi.". +illi
expii's►. tht .lce,uy
w f l not iec.,! d P;
r.for sb'al' Dr'os:•.; 3 rete inall u _.•inns :,,`a
ivgn, It tat s; lw:u.eu; till instal;er ail
�,,�y parCh,ast• .-�_----.--.._.._._........__._.,._..
9A itdk Sml,0 Persia ane vo A'b+x:y Mil! a ,2CPY`?.:. ••�_._.�..____�. _— ..r�.__ _ _ _ .___ _
Cash far irt��at�rt:i fi .9-.4L73
4,11 q
�y1 ,Fg1
5' 4
CITY OF TIGARD RF:CFIPT OF PAYMENT RECEIPT NO. 03-241841
CHECK AMOUNT x124260. 00
SOLARES, KENNETH & GLORfA CASH AMOUNT a Qt. 00
41.)DRESS a 162 ESTATES DRIVE PAYMENT DATE s 06/30/93
SUBDIVISION
PIEDMONT, CA 94611-
LIPPOSE OF POYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT V'A I D
EWE rq USA U -93-100 124260. 00
1,,2 3, V
' Zko -
EWER CONNECTION FEES
.1 UNIT APT. COMPLEX/FANNO CREEK VILLAGE APTS17.
OTAL AMOUNT PAID 124260. 00
CITY OF TIGARD . , . . .
COMMUNITY DEVELOPMENT DEPARTMENT
18126 SW Hall OWd.Tigard,Oregon 972230199 (603)83P-/171
"i.lfell,IVia� Ft ,, 't
�. . . . . . + . .
_CST« . . . . . . , . . :;� ;.
PAVING .7. . . . . . . . . ,'r tI~aC). ,.►�L: ' ,
'E:.`tq!�J�l�r.:a•ai�1 IVu:'. . . . :Y a 2 '
J, u;) kP i RC:Uu 4i.RIM -Y
i Mt»is fi�� t;u;i;l }�i.,f._. . j.h�
'_11: 17 i ty .tort, oakving! site Nr,vp tnv- t+i !.tti'i
Y•(Je .-
:il+ W.; kLF;E LANE i' 0 tv 'it, J. 93 ._
F+i L,F L R M i =.'
s
,•+eta #�a. ; i+�:;... itie� . ;�
FtfwG►U t i tEU T�d�t-�F C l Y t7hl.
fi tt
porkit 14 15sufu sub)ect to ��e -tgu.6tiars u!l,4".,P+', t' ,e Y.:T'tr�•:�U1� i...1. Pt:Y�i? � .. .... _ ..
rsr d our,uioel Code, Jipte of )-v. spetia ty vCu i'i ?' . ,Ll other - E:.✓c::av alt :i an I n s p ._._.._....__._..._.�......._.., _.._........_..
Ld11 1 9. V� %or• *iii ret► done In,actirdarrr with r III inspect im.,
v#d plans, , as pe, expire ill *ark is rept stirt.eo cAti i.ng 1nsp
r; 186 ody_ C, :n:,.a.. , if Ncr•K is sv;ornded for wore ..,4; -m Ur_a i n i n s F'
Call for, i++spe►ctiar+ L,39 417'; t
i
Cl T Y OF T�,CtAflD�-� JtEt i4,T OF F'AYME W T RECEIPT NO. 19,31-241713
CHOCK AMOUNT a 1433- 10
10
\LAME a SOLARES, ALLAN C,ASM AmnUNT s 0. 00
'AUDRE ISS a PAYMENT DATE:. a 06iJ'S 93
SUBDIVISION s
''IJRPO,c3E OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID
BUILDING PERM 843. 00 PLAN CIIE:CE( FE=.~ �— 547. 95
7T. BUILD PER 4,?. a FJ
P;1 TF PERMIT 1.3840 SW MALI._ BLVD
TOTAL AMOUNT FASO _ - — - > 14, 10
i
SOLARES HOMES
13556 Twin Creeks Lane
Lake Oswego, OR 97035
(503) 624-9601
June 22, 1993
Re: TIF Credit
City of Tigard
Portland, OR
Dear di:
Per our conversation, I Hereby request TIF credit for eligible work
on Hall Blvd and Fanno Creek Drive for an amount to be determined.
Siinnccerely,
fee
Allan Solares
DATE: PLANS CHECK NO.:
G -8 .3 S-_&
PROJECT TITLE:
COUNTY WIDE 5o�9kFs AP 7mE�ur co,no�X
TRAFFIC IMPACT FEE FZ.--
/j575-
ANT:
WORKSHEET r4LCA�V 504d6
(POR NON-SINGLE FAMILY USES) 6 -Av/� c owl GAVE
CFTY/ZIP/PHONE:
RATE PER A 17a3S" Gzy-fro
LAND USE CATEGORY TRIP TAX MAP NO.:
RESIDENTIAL $146.00 z 5/ z bj�o
AmNMANDOOMMERCIAL- $37.00 SMJS NO.ADDRESS: r t v rt/o EyC 72,
OEEEF 3134,00
141.00
INSTiTUTI()NAL $60.00
PAYMENT METHOD:
EDIT l"smuTl "ALOWY'
BANCROFf OMWORY t!OM LANG USE CATEGORY JOESCANIMM OF USE r AVQ TW TSA "M11WO AVE TRIP M
TQ PANCY ZZD Ap1�e�i+I fv t G• ti/A
BASIS:
l',k1e4Vr !'#ef)po ,4
�Ier� r cof►o4c-x.
CAWUL.ATIONS:
-# OF u/vwTs X -rCfPS/t49y X 7jelP A ( J-=
/ U/1lTS X �. ip TiPiPS%�� �C � /y'L•00=.�`S'S;�� Go 1 � sy,.3�'7.or�
' Pllo.rEaT rrt�P ov�ATTON:
'r0 7& AiDkvu T 2>NL s sY 3a o o
ADDRIONAL NOTES: FOR ACOUtff +c PURPOSES ot&Y,
AS -regVu f,
PREPAREO BY:
cc: wASMNWON CoUmyG--
Tw NOTESCOX
form M10
CITY (-.)F- TIGARD WCEIVIT OF PAYMFNTRECEIPT NO. y 93--j,40,390
CHr--CV, AMOUNT
..700. 00
NAME t �.')OLARES,ALLAN CASH AMOUNT 0. 00
ADDRE'SS a PAYMENT DATF i 05/C--.1/93
SUBD I V I:',I ON
PURP06E OF PAYMENT AMOUNT PAID PURPOSE Or PAYMENT AMOUNT PA I D
i�C4-4 —C H—,E-,—CK FE 2:700.00
13800 qW MAI_i_ BLVD
VANNO CREEK VILLAGE APTS
'TO"IPL AMOUNT PAID 00
de477C
crr�
�S nS DC-
J W r r C ac
#�Cfe- _t/ora- -lt�
,--
rx
��7�� 37Gr2 �v
Vi• N � d U. � .
�7 wm
r"Flrw Ian LOW
aNs-s•
M7f1 i la I#V
�. w
t Q
n �
Q -1 O
in J
to
m.'. '^ 4 ° (^ �
m
v
N
A-
77-
<Z
Y LL
. i N a0 y
A in
.r ; 40
d to
s m O�
�+ N cr
.9to co
D � M 4 Q tn
to co
Q�
J D
J
� .yC
3 �
W V) «
z� h U
hor
x
w
,A
W a d y e4
K ED000 j d ( LL
ao � a
3
LL1 0 Of
to
001
�tlVONnMS 3iViS TM'S 1 T
I bl r ON AVMNJIH �1 , H L T oa�sc
l -a
ss�
ITN m $Jif
oG
74
11q3 y�. i S 7. iS
N313 46
b
r�
SO 75. 7 � S. 3
q2 , s-e) 4 7/• 3
S-3
60 . Ll
l 3
qOA� -z -
``
��
� t
�
V I GL�BG� IW5,1�NNa Cl2E�f�
V—,l C4Nsr.
bLGc . Sm. Ff Voha� cm Pervr�f is ' �►'ar. r, SLS
, aq g0 /S3� 39. 76
Pec Ce. ✓ _
''' C`� J3, 39s �y�, 69� l�ya,5° S�.S3 /l63• g3
I a Ung'
T �c)) qo y99, y7I
a orfs 1 s1Ly t 6�se.
V,O 3,
FP,.
V MI 13J 39S 6y�i 0a 1776,5° g�,s� 143, ,R3 -
o Uri* t
6 m--)
Au
n;4s s�
buy,
aC:6 /s-) S6 y 11K, 93 7S-.73
7s i
''
7s6 11) 67�, 7�L.sG q,,63 6�.�3 _ - ---- --- -
v� 756 �67) 63 64>. 3
Y3
ce iSJ shy 116,,-;C' 9. P 7 17-C 73
`rP1 756 y.63 6
CQ
1,oq Z, l 1 5�,� Q 2.s,411.63
�a► ��
oqj
IDyy i �, 5�S y,63
- - 1
6-9.S
i
3 7;59 2.0�
PGS
EXIST 12"
— CULVERT ; 'E 152.3
I ; I
GRADE PROP.
2' WIDE DITCH
I AT 2.4% TO MATCH
.P.
VAY OT MH 0 GILBERTSON
16920 GREENTREE AVE.
_ LAKE OSWEGO, OR
I I i EXIST 97034
I HOUSE
I I NOVEMBER 4, 1992
! (503) 635-759
LOCATED IN LOT 3, EDGEWOOD, IN THE ENGINEERING
wcr GRAIN EASEMENT IN THE SE JOB #91 —55
I- TO BE OBTAINED W.W. GRAHAM D.L.C. #39, r
DAYUGWT PROP. 1/4 OF SECTION 2 AND THE SW 1/4 OFFANNO CREEK VILI AGE
DRAIN AT 9E FROM ZANDER SECTION 1 , T 2S, R 1W, WM, PROPOSED UTILIiY DESIGN
1155.1 I BENCH MARK; CITY OF TIGARD, WASHINGTON %00., OREGON
TOP OF FH IS N 8 g 29 ' 00 E 853 . 30 MH7 IE 143.0
I 159.84 (USGS) DRAIN AND SEWER IN SAMA TRENCH STA 9+89
FH TO BE MOVED TO BACK OF S/WALK
I N Sof ALL
PROPOSED 2+00 p-- 12" PVC DRAIiJ - I
LB a PRIVATE SEWER IE 146.0
.�J
I . . INSTALL CO 9 � I
Of
I I
J t
BARRICADE � STA83 157.21 I
I
NAY ► E 153 0
#2
s�
3 56
#4
I
SHOP 1 & 2 B R
I I II O ,�
" I I BR �` / �, h ��
8 PLEXI 1 BR
10 PLEX
IF
D uMRED FG 15 ` 114'2.4
AL Q �- J ,
ACCESS OR�E�XIDS"T OUSE — I CO 6 Q� 4
I NND EMERGENCY VEHICLES I GARAGE/SHED
6L--a-Q R A E-0W_ E —� SPLASH
40000
I I I wM \ I 18' LONG OPEN AN COVERED PARKING AREAS EXIST — —
/ ADJACENT TO MOST 12' TRAVEL LANES SHOWN. � --------r
TOP OF
1 B "FIELD" BANK
i WM uj FG `�
J 161 .5 12" PVC FG _ FG 10 LEX I I
159.5 �I LIMITED AREAS THIS VICINrTY
I 0 CAR
toRT _ I # 6 I E 14' .4 ZLOPE > 25X FROM
UI DE',IGNATED "TOP OF FIELD
°- a R E C E N ,� _. _" ._ — _ GR �s;- AR�— 3 4 4&R � — --� STA 84 21 BAN1� TO CREEX.
MIGN'S APT E
> {
CO STRUCTION �-
ND ACC to
I s aALL WILL HAVE Er
�4 - I ROOF DRAIN A DG SEWER SERVICES.
CL Q 4 /IMAY ` -
4 I \
�—��–
w I N 3TALL, � I -�� FLOOD PLAIN
" C USHED ROCK FG 165 ?
CONSTRUCTION �i cn
RANCE IE 161 3 BR I mg
" E I 4 PLEXTLI N
EXIST i #7
cn NOUN I rn
X #9
3 BR PLE I 2 BR 'o
I
� Y / I 10 PLEX \ o,^
_ D'WAY 25' r� --I__ _ \ s
.ice IN L -� I • Fy
45 I ovN / STRE _ _ \
� .
LIGHT 73 BR E�
o W 4 P LEX I 156.5
I U. PROP U'GROUND WIRESS SPLASH
� I
N " PAINTED LANE DMD INSTALL EXTRUDED
O CURBS FOR DRAINA MH 4A2 /
Fyw 3 25A MH 4A1 15' SEWER EASEMENT LINHDM E
I _ ALL FRENCH DRAIN E 159.0 . . . . . . . . . . • 2+07A -- — -- H4 03+m
PROP. 8" PUBLIC SEINER 19 '4-----
AND e' TILE IF APPROPRIATE IE 156 -- --
___ s w 254
I --
49' FIR STUB ,� 6" STUB / WETLANDS EXIST
GARAGE
CONC �.T S 59"Tul 4 ' 0 W 834 . 20 D / < 5 FT. FROM STREAM BANK
, 51 D WAY I AROUND
SWIM POOL � OLD r_ `Q NORTH OF HERE
cr N
CSI& BARN
3 U __. _ % __j
T-
o I3 0 20 SEWER ACCESS ROAD --
0im 30
_ Z•n
10 30 �� TOP OF "CLIFF"
D'WAY W „ = TL 60C� �+ '
I SCALE: 1 40
STREAM BANK
1 .
13800 & 13840 SW
Fanno Creek Drive
1 of 8
08/20/96
IIII ' li � ► IIIIII I � IIIII � IIIII � I IIIIIII � IIIII I IIIIIII � III � I � ) IIIIIIIiIIIII I 1111111IIIII I IIIIIIII ISI I illiIIIII III I IIIIIII � � I � II I IIIIIIII ► IIIIII I IIIII � IIIIIII � IIIIIii � IIlili � .
INCH ' MADE IN CH INA �,
8 8 10 8 20 - 1ZZ 23 Z4 5 Z6 Zl 21 28 30 l
11111 111
. . wEry+ n•.1. r�1
x
c 4.
T1�wt
r
I
mWm
0 _
EXIST 12"
CULVERT ; IE 152.3
EP
GRADE PROP.
�-- 2' WIDE DITCH
AT 2.4% TO MATCH
.P.
VAY crE MH C)
GILBEiRTSON
16920 GREENTREE AVE.
I LAKE OSWEGO, OR
1 I EXIST
I I HOUSE NOVEMBER 4 1 9 9';'034
I � 9 2 �,.
I LOCATED IN LOT 3, EDGEWOOD, IN THE (503) 635-7590
WCT ST_ DRAIN EASEMENT W.W. GRAHAM D.L.C. #39, IN THE SE E N G I N E E R I N G
I's
TO BE OBTAINED 1 4 OF SECTION 2 AND THE SW 1 4 OF 91 -55
DRAIN AT 1155.1K VILI AGE JOB
DAYUG PROP. FROM ZANDER SECTION 1 ,T 2S, R 1 W, WM, /
E FANNO CR E
BENCH MARK; CITY OF TIGARD, WASHINGTON CO., OREGON PROPOSED UTILITY DESIGN
I
. TOP OF FH IS ^ I 89 2 � , 00» E 853 . 30 159.84 (USGS) I v DRAIN AND SEWER IN SAME TRENCH MH7 IE 143.0
II FH TO BE MOVED TO BACK OF S/WALK
STA 9+89
INSTALL PROPOSED + Q 12" PVC DRAIN -
I CB INSTALL a PRIVATE SEWER IE 146.0 ° ,�O
co 9 1
BARRICADE D STA 14+83
NAY I I IE 153.0 157'21
�2
3
I I 56 -� 6
4 I I � �v
# #5 .�,
I I SHOP 1 & 2 B R _._ o�
I i
LIR .
o x o A,8 PL.EX1 B R 1 �h c'`'
10 P LEX 0
_ I �
I � �NUED uMrrED FG 15 I I IE �, ,--``ACCESS FOREXIST-FIOUSE 1142.4
AL v
I AND EMERGENCY VEHICLES GARAGE SHED I CO 6 Q� 0J
. I 2
I _ 'k*$L---*A R-$--0 R 1 1 A ...F. H E DUL G
SPLASH / --
I
II wM �` � I 18' LONG OPEN AN COVERED PARKING AREAS EXIST
x ADJACENT TO MOST 12' TRAVEL LANES SHOWN. ~--�
:� � I LiJ
B TOP OF
. __. .... FG `-" - - -- - - --� — - - - "FIELD" BANK
__..1 � 161.5 12" PVC - �._FG _ 157 5 1 0 LEX J
U I m R ORT 159.5 CO5
a_ ' 6 IE 14 . S O EO AREAS THIS vlclNmr
SLOPE > 25% FROM
R E C �ENL/-- _ n �� ��Dc� c - - 4 DESIGNATED 'TOP OF FIELD
as �- --- — --- — -- � �� 7' R�-6 4 � , �� � STA 8 21 BANK To CREEK.
�7fG"R S APT � DARPORT
CON STRUCTION 1 I
V)D AOC --SS POINI
ALL BLDGS WILL HAVE 6"
0...
a ROOF DRAIN AND SEWER SERVICES.
I � /1NAY ` � I
—�-
I C%
IN ALL
m I -V-T) \ -FLOOD PLAIN
C USHED ROCK FG 165 �o \
C NSTRUCTION I >-p
(� I
EtITRANCE IE 161 3 BR
rnm \ 1-1
IP
#
1 E)m 4 I_EX TL 500- HOUK \ I 7
x I 3 BR PLE #9
it 2 BR
t II � FLEX
10 o
_ p WAY 25' a I
0L
VN IN arty #8 I
45 I Nom° — i \
LIGHT - 3 BR
W
o -- ----- 4 P LEX
�m i �-
5a.5
I U. __ M_ I
PROP U GROUND WIRES M SPLASH
�.. PAIWED UNE DMDWV9' INSTALL EXTRUDED /
o CURBS FOR pRAINA MH 4A2 - - ---
\ 3E 21559A.0 MH 4A 1WAON . . . . . . . . . . . �-- ;•_SyERSal ENT 11�,�2+07A
WALLFRENCH DUN PROP. F" PUBLIC SEWER
o H '6-Fb
AND t nlE IF APPROPMa
_IE 156
_ - --••
w
54
4g' FIR GARAGE -- -- 1� ^^ 4 sTUB „ 6" STUB �' -v WETLANDS EXIST
5' DOWAY cork �� S59""14 ' 0W834 . 20 c o < 5 FT. FROM STREAM BANK
I AROUND NORTH OF HERE
- SWIM POOL F OLD o
BARN n cn
,Q cn a
o I3 0 20 SEWER ACCESS ROAD 7°
t0 I U 0 �o
I'' O 3 �(n TOP OF "CiUFI'
W
rn
D'WAY w SCALE: 1" =40' TL 600
STREAM BANK
13800 & 13840 SW
Fanno Creek Drive
2of8
08/20/96-
INC
MADE IN CHINA I '
1 �m 3 4 i ? 3 94 Z5 IB Z1 i/ 1 3q
' 1111��11!Iilil�llllllllllllllllll��Ili1111111!itIIIIIII11111111IIlllihllllllllllllillllllllli�!IIIII111I111111!IIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIillillllllllllllllllll!IIIIIlIIIIIIIlIIIIIiiIIIllllllllllil�lli►IIIIIIIIIIIIIII�IIIIIIIIIjIIIIIiIi�IiIIIIIII�
f
E, IST 12"
_ EPCULVERT ; IE 152.3
I 3 I
I I GRADE PROP.
12' WIDE DITCH
�' AT 2.4% TO MATCH
.P.
VAY GTE MH 0
GlLBERTSON
I
16920 GREENTREE AVE.
i
rHOUS
LAKE OSWEGO, OR
E 97034
I II NOVEMBER 1992 (503
I ) 635-7590
wcT DRAIN EASEMENT LOCATED IN LOT 3. EDGEWOOD, IN THE
I TO BE OBTAINED W.W. GRAHAM D.L.C. #39, IN THE SE ENGINEERING JOB #91 --55
DAYUGWT PROP.
1/4 OF SECTION 2 AND THE SW 1/4 OF
DRAIN AT E FROM ZANDER SECTION 1 , T 2S. R 1W, WM, F PROPOSED UTILITY DESIGN
1155.1 BENCH MARK; CITY OF TIGARD, WASHINGTON CO., OREGON ANNO CREEK VI LLAG E
TOP OF FH IS N 8g 2ToQ" E i 853 . 30 MH7 IE 143.0 159.84 (USES) DRAIN AND SEWER IN SAME TRENCH
II FH TO BE MOVED TO BACK OF S/WALK STA 9+89
iNS�THLL — _
PROPOSED + 0 — 12" PVC DRAIN o I
6" PRIVATE SEWER IE 146.0 ��
CB I INSTALL _ _
BARRICADE Ex�sr STA 14+83
HUM IE 153.0 157.2
vAY II I I e �
--- I - 2 I Q
# �-
1 I I #3 56
#4 #5 0
I I SHOP 1 & 2 BR J h
I I R I O X
8 PLEX � I 1 BR d arj
_ 1 PLEX
° l y
� —
! �-
I ® --- I I E 1142.4 �, .. 'eQYT�NUED UMRED XFG 15 A •• � J�
ACCESS FOR EXIS"OUSE - — I C�j 6 Q� 0
I AND EMERGENCY VEHICLES GARAGE/SHED �-
---- —4*----.*A R R A -E -ki- E — SPLASH
00010
wM \ I 18' LONG OPEN AN COVERED PARKING AREAS EXIST
ADJACENT TO MOST 12' TRAVEL LANES SHOWN. �--- ---
II
BR TOP OF
I W "FIELD" BANK
___J 161 .5 — 12" PVC —�- F-r _ _ _ FG FG 1 0 LEX I I
I R oRT 159.5 — 6 CO 5 UMnED AREAS THIS VICINiIY
cy- SLOPE > 25% FROM
U a- w # I E 14 .4 ( DESIGNATED "TOP OF FiELD
as R_E C E N '0000w w — GR gs-. AR�;A�4 4 G+{ [-s STA 84 21 BANK' TO CREEK.
MG 'S APT L) I
ECARPOKTr
UID COC STRUCTIOIv ` 0 _
A INT _ to ALL BLDGS WILL HAVE
ROOF DRAIN AND SEWER SERVICES.
a- Q 4 /WAY
i -L _- - I
\ IN ALLM4 �� �_- -FLOOD PLAIN
C USHED ROCK FG 165 I <�
E, RANCE CONSTRUCTION IE 161 3 BR Im \
� I 4 PLEXTL goo � N'°
I
tor
EKw
� � _ , II I 9
� m
X I ' � 3 BR # I o 2 BR
o,��
10 PLEX
,W
�
o
DA � #8o IN L
45
STRE
LIGHT ___ 3 BR
---�---
FG �y
���. 4 PLEX 15e.5 1.
1 _ - �'_-- _ I
D'P PROP U'GROUND WIRES S cc '�` I SPLASH
Cel PAINTED UNE xVIDOt� _. -- INSTALL EXTRUDIED w
c ! CURBS FOR DIS MH 4A2
IDW 3 25A MH 4A1
IHouse E 159.0 . . . . . . . . . ' . . 2+�7A —"' ___ 1 SEWER EASEMENTISN
INET FRENCH DRNN PROP. 8" PUBLIC SEWER o o3�� /
AND � TiLF IF APPROPRIATE
S W � �— IE 156 '�----- -•— -- -- -- -- -
4" slue C% /' 254
4� FIR GARAGE �` _ s 59aul 4 ' 0 0" W 834 . 20 STUB < 5 FT.WETL FROM STNDS REAM BANK
5' U'WAY ST
coNc ��
I AROUND o NORTH O F HERE
SWIM FOOL F OLD n
X cl& BARN N o
o 13 0 20 SEWER ACCESS ROAD ---, _
O 3�
I — Z
I 'E•I 10 30 TOP OF "CUFF"
Q WAY w SCALE: 1" =40' TL 600
U
- Q I STREAM BANK
1 .
13800 & 13840 SW
Fanno Creek Drive
3 of 8
08/20/96
INCH MADE IN CHINA 4 IF 4
1 ��+ t 3 4 d d 3 1 1 It 14 1 id 11 ld is 201 Z2 2 24t6 t1 tl 11 3 °
'iiil�ll!Iliiiil�iiililllliilill!iililiiliillli�iiliiiilliil►iiiilliiillilllliilllllll111111111IIiIIIIiIIIIIIIIIiIIllllllli!Illiiillilllillllllllllllllilllllll�iiiiiliiiililiiliiiiliiilliiiiliiiiliiillilii�iliiliiiiliiiliiiiiliill�lliiliiiiliiii�iiiiliill�Ililliililiiiiililllililliiii��I�i►III�iilllllll
FMNO CREEK VILLAGE
Yigac4 Oregon
SOLARES HOMES
138vo 5 �,
A.v"" ` ^.c` K DSP
13300 8 13840 SW
Fenno Creek Drive
408
08/20/96
IiJilrirl l.�il UM,O�CHWA
I
inhiulnuhili i uhiii If imluniimlml mi i �n iluluu mdiiii imliui uidiinlaulun mdmi uuhminulm uidmmminumiduu ................... nn!�m mdun uiduu nnhm mi6m�ndmi Holm
r,1
vie.,
c
t
1
t < <
T
k
'
t
01. to
� 1z
1 `hHO
3roop
yl
IK
COO
r� ll"art •',, r, a,.`r,�� � � �, :."�• "`,
/" d r Zl�f tj y (`• r �• F►
Q. a •., i
•• �� � � V � mow.
q
.�yam.- .�•`� ...�, �� �, �+ 10. �` `f` � ' ��rfr .
1�j3 , *
op
r �. .a
Vu► ASTM y ► ,V(4 T� � '% {
0107 WA rf R T Y P,I c At EFOROOM u nth r
a
4
61
a.
•�
13800 & 13840 SW
i=anno Creek Drive
••• - .rrr .nT.•wM,Iwwv.-Mt"M-+R.�'1'URCtt'!�'^IIK�t...
08/20/96
� j�� I � � III { lIl 1 � 1I1I1 , 1 { 1 � 1 � 1 � 1 � f 1 i � l � i � i � i � l � r r x.{L� l { 1 { i { I 1II �l j 1 { 1 { III f { I { I ! I { l { I � ! IIt 1 111 { III 1 { 1 { 1 1 1 { iIl { 1 11111
_
INC M MADS iM tItMA
I I I
I cm t 3 i 1 4 Is 21
Sir
li��l!!ILII!Illliilllllllllllliflllilillllllllll(I(!!(�{i{IIIli(I(111111!IIII(IIf{!IliIi111i1IlIIIIIIlilllilfiillllilll{IIlIIIl111111I111IIIIIIIlIIII!(I(IIIIl11111I1111111lIIIlllllllillllllllllll!!11!!IlIIIIIIIIIIIIlIl�IIIIIlIl11llilllilililllll!lIIIIIlIliill!(IIIlIil1lili�lllil!!{(Iliiillllilililllr~.
uu ► ;
i '
Z
r-•
j
i
• •,N`
c
I
i
'`., ,,�.�` � �.,� �...,� jar' a �► �. ..� "� � � 1
.011
E 't //
tIT
�! A\! ae
i
Viol
y
{
r �
• w
sI Ir
r�Il'' i 111
Ar S T T v L• N r
HO
r� r .1. r C W �►/ VV C
13800 & 13840 SW
Fenno Creek Drive
6of8
08/20/96
� �;�IIIIII � IIIIIII I � I � III � I � I � I � IpI �� � I � II � � I � I � � � � � � � o � i �i � I Iii � Ijl � lI1I � < � IiIIII iII � � � IIIII � I i �� � l i � � � IIII VIII I IIIIIII � � � { � � � I � 1 � I � IIII � � ► � � � � � � { � � � I � � � � I � IIf� { � � � � � "
INCH MAOE M CH OU
... I cm t 3 I 1 1 1 1
flifllfflllllilllllllllllll(IIIIIIIliIIVIII,IIIIIIIIIIIIIIIIiIIIIIIIIiIIIlllll IfIIIIiIIIIIIIIIIIiIIIIIIIlllI1111IIIIJillIIIIiIIIIIIIIIIIiI!IIIIIIlII1111IIIIIIII1IIIIIIillIIIIIIIIIIIIIIIiI(IIIIII11IIIIIIIIIliI'mIIIIilIlli!{IlliiIlllliilllllllllllfllill11iiilllll�Illllilllllllll!!1llliil(IIIIIliIIII ;
i
i
(1
J � VkV '
u C. h'C
A
T
i
i IV
40
00,
t
5 i 4
LPj
f ,
01
Tu
YZ
Tu i3
LN
yy
V
"1 � � f � ` 5.. ..m �� Rei�,� •J ( ' �r \ ti
2 y
ttt 1
7 � � r•� i
��h`jam...f' 1Y � w•
31y"
a a �,.
15 u
L Lo W ATE R T'
.......�-..�- r G o aZts_V
- - - r-tr,T w 4; Tv T
13800 & 13840 5W
Fanno Creek Drive
7of8
08/20/IQ6
I � I � I � i � I� l � l i � I � i � l � l � l � l ISI I I � l � l � l l 11111111111 ilr"1111ITT I 1111.1ilp111jill li I I1I111111Jill
o l
INCH MADE !N N
,;, ,. ' �►� _ ` i14s i""""" z a is 21
�I�IIIIIiIilliiilliiil�il�il�iil)iililllllllliiliflllillRlllllllifilf,�llllllllilllliflllfIII;i�fliif�l ifi�Ififilifuliifflffififili�iiiilf�iil ifiillifilififlffiiliiifliiiilliiilii��liiiilf�iiliiiiliciiliiiiliiiiliffilislllllllfiililiiiIlls��lilliIllillifl111illlillil�lilllillliiiflli�ilili�Iiililt
..
„SiN'.'.:kAFcY 5,3k,d�Th..:2'nl'WIR'�," .. :, ':IK�- >.:(:r1'.n%�.d:'. .�'� asl ;:Arr.x;. •� ,�.� .,,,, ., ,.,,, ,., ,1,... .... r .. .._. - - _._.__ _ _ _. _ _. _
(✓ -'IYl k"4.. i':li;1.V3a,IGbl✓..j9lttx spL •11x111 xoln+anro. yy.,x.rpw. -v: „....!—„+,�.rJ,p�.p..a•,xpre,mp:. ,,.,rv.s, '- m:u :yn, a...,,T.M. .�,,,,x,.r,.rww «�.,,r',.,Jr,+s.. v ua.;v..,�::a-wr max, _T ,::.a',.. -;'xe._t11aG*Wµ. Ir:a __ _
�, ”' fl �, i•. +'+RRL•"'7rY'L.rr/1!'�"p�” *""'R"rIM^�, wip,no...'..,.,.,x .... -_ '. -
A
,. I,
-plopT
r :I it A
a1 . r ,f
i :, r
f '«I,':S
I i d.
.N�'!"Ri�.. R : ! _ s _ r I. z „ ,. -"`I'.' t . ' 4 f wr 'S rr.. �„ a 1 +„w, y''•.. '
� -OL F ',,ti a r s t d I '" e I 11 11 / w11
t• w•An �,fr'• +� '�.E I .rw•r' + •y,.Nt „y .a., 1,,,r r y�e„a w+' tJ �", ., .�Jn Y! ,
9 ! , a i 1 ,Y11
ti. .. xa1,:l" `I "I '.9' "w'' � _ ,,,, ", f � t'' � �'H.} � { �� 1 � L � R 1X' �'' t J � ,r F `" IY��,ta9 ��
r'...+y,a rMG 1 �V `1Y= a-"a "a ,. w r ,. q „ ,.h t, „ q r .t ,.�'' k I `'y.
`A J f 4•n,, ! i ^ti , , r + t� 1 / i i s 11,1 f k°.
1001 I, ; I {;..;. Y ,�, ,-"'�-T Yews kI q p 7 a - . r ,"I
N I I'll a �' � tl �� 3 s Y ,` � Y R
f] " „' i I g n
I .'I'M1 A L.... (+. .. .,
e >MT"r ,y ;r• ..1 F•1X' `-, f ,7h'. m „a• q�'x :, t ;yr, ; d,', 1 r. ,�.,., l t vw.
.-11-1 .Ilryr.!i: ::'j•, : (• :l_- ♦�rw., r , ''L . f '*{' kr t 5 ? ,,y,r' k"`Rhi,'Cn,n.
{
V
- ., I "'q" ",-'* �,. 1 >r s,�: . f,.:. q1 „w.�.:Lp..` f...n.„,( .'
•'.:' ,✓
n .. I': ..,j - , :_•.,v, ^v s 5,,: ,w 41'1,. I J '�r i F ^l k' 1'. .n 4
1.
.,. w
-"*L
1, - ��
I , r , "� ,- p
1 .. " a' I „°I 11 1 I , �e, 1 a 4' ,
Y 1 ! m 1 '•M �> /
. .. _ 1 a
N1, 7..- f , .., + m_ �p :,'P, .,.. , $ ,, , ,.. , t ;1.
A
,'
r .- r.. r. ',,R `w Y.. ., .. ( > he r 1 'W: a t w
x,. Tr ryr n ,.i.+.t ,: w ..,nrY{..,,:.,. .. ,.m ,y„ .:; J, v-J,...,..,.,'.: +C.-.ip.«,: ,.'..{t..w,.a+:..._.-: ..... .. yt ,,.1W. ,.. 4
., 5'K!' . ..., „ r. r.A I.,. I JA' y. yI C....,...-) Y"r,: -.,.. pp ttk ..,.., , Sy „ ....
/� r.�:. .. ... .: .a .: , ., .., -.., "Jdt--. „W+: , •itn� i ni++ ,I:r n ,A 1ne5t::+: n.. 1.-.!.UA-_. +n:,
It A 'w, .. AI , 'n.` < .,, 7 ,.- ., , j? .•, >r '.. n, .Y.r::, +... "'( f A"' T ;..�, l: x R ,, `k.
,x1.,r: .,..n. i -„ , '„-:i ,„ ( w .X .., d. n,' „ « ) .: ( ti' ;: " - ": �' R "'F;' , ,I �,.. I,:y , 70
1 S4 2 „ w y •4 r
�ti ,,,'}; ,'<,., .K ,,,3,,.. .I,., n.., 'rJ;_ 7 ...,.a :.,f�,,
d� ''d^'' y R 9,'. 5"A` Jar[ ';,,w, 1 � w;-.
ti , ,,, , E °n, + s t , �. '
h ( . �`R .Y.. T
�. ..,::'ym•. ,. !..... ,r'. ,.x ti n RI, .,. 4. r' j ,' ( J �'s dd
..pa .. '.e ,'. _�,.,
aA.. a9 P f;"
to 4, xe„ dr i t r
/ „,� a%t • „ba,o+.. '.r".. y. vary r:. S .J+ d • ,_
g', i,. ^ r,+ .r. w!! 1 ",Yr �«.;«� .MrC'.,, 1 r, »,c,"fin '"', 1 ) { ' ~:1.' J f. J`.J, . E
! 14 •, ' 1 a,+- + ,.w + „ 'i >..: • 1 -".,.!., r< r .r4. , R d.✓". J lr I h`'-n.; t .* '"'+y r ,.✓'.a j f r `(`A; :.:. '
I 7 s ✓
1 1. ,' .1 'X :r,d1';. i .'✓, 1 .i `*. 'n ;.M 1'+r. i+:�,. 1. a I. ,, t - -,
li F yrr "ry'/�'
o' a ^r,.µ. .: - -a .1 W YII ,.N . 1., ;.,:,:at, ar r, ,.., L„r /.. ",.y ,a,
/' % ..',:. "it,. ,. ': r: :,.. •-.k. v?1X, h*:•,r: ;;•rrY I:, rY'�',•. ..,..r, ..;+r r.,.,i_, _ti ..,**+, ,1... T ..w::y..,. .,:n,.,J..: r,.- „„n., .:IrR..
11-111, /,✓ ! / .,. r .n ;Y :.,i_. } q' ,.., 1" '' r.:I ..i •,I, ,.r.�. ", ,to t, A.` !'4+ 1,.. .0 f d " ; ,µ.
I r'I 0 1 ..,. .f ar s. „•, .',,t .'+lir , ` ..i Q ,�: •.,t ,,,' yL.r .1,,.. _r. I '1 f� v��. •r f..•, yl. ,
r h r �, t
,� r
r.
1 }�{',:r,r .I. :. ° -" r .,. .• k '.M:'..., Ix rol y>✓4 i"'+M, :,"'t1"''. ;.... . • d-':J h: r ,'., rI•.
( /1 1 .A F,:, nu.: i °tiv. +. ,y : - =w„ lar,.f .,, V. ., ,: X •`'. ♦. ,r t.;, ,t A''4:.aalI r.y' „K' L' {'.'; } 1 " aid,,.. e.
/ '.,. v ;, ,X,,.. ,, y. >r':- .j. ..,.•r„r✓-_ '"•"4„o- ,1,;11-”. G t f..Y r `*'� : ,"7h .Ir '`hr 1;' "II I,, � a "9. .R
I '�► . r ,�Jq� q• Y}' :` -,.' i.. :.; -',' ''',. I .y' r� 'a ,,r { ..tl, rr�R -R.,
Jr {J L .. ,-., f I , T ?'. Ill ' „. r , +mn..,. Ax 'lY,' .ye,,�p,., .", ..,.r A ✓__,.�..I,- J-,,ex.:•,,.y. eve, ,9 .F r
1 • , ,' ,:. Y' -1,.. J ana '•.., i ,ALJ e r, ._ ,"sd^' ..r ttsd? w :,.,,4 ., .. w,,.rJ ,ru4 :f.w y �.. .S'
/ , ,.. , r ,: :J/ m.- .., :, �._.,. T� ....: p .r ,.., , :.a I .. S:. v, N... -,.: <-.n.. 1:. -.. ••yry �rq� J ',n,.,... ,:.,.�•'Xr.• .,,n., , ,,...,.r� a :. _.,,�-_» n^h+3f�wr' I o:{.
.s ,, . r v : : :. ,r I '�:,• f",,. . �., i ,. .,,rr 1. , ,.. s. a.. ,- r A' ti. :� w .•! ti.a' a, �, Y' '.rr;,„ ;,. .
. .•' ..r r r �r.:.., „ ,..,»' I- a, .. I. v •°n ,d' e- '"r., r '''k. R '.•. t '."r "p!.
.. ,1 •:ro ..r. ... { y1. 1' .... •.,. x..l :' :,., ', •as :dr ..f. I. ,,!. a i«'. W •s
! f { "
} .. ��, �1^
: .. 4 yrX rl �n r +. r.
.� a+, Y,
1 ♦ ::. , ., ., MI'. y,:.: t ♦ r. . ,.. C.. r. J II.P ,..1 Y 4y ,,.•... 'hv : y,r y, ,,w 1 ,, M,.: " ,a ,�a
x........ _ T ,:JJ n. �w f. .. ,r 1 .,4` a """ i. "5.- :.n '-h (.. , f *•,.: i .J' 1 ,,y. 'I",
.• , , M , M -,iY -%y ". ' :. ,, ✓: •,,.{(r(.,, /'. .rY { J �'e},I I 'Y N t{�i 1P 11'"' , J
r - .'A'1, f 7 / SFR'/ �'5.. I ,,fir
�r
«I' 1•.
,/ ,. . ,:R�,.v. :•.. '� , ,., ,.: ,..;,.,. :-,..� 1x.. o ^,'gym.. r,� • 1.1 � '4M ro M •-,�,K•w"'S �mR ..1.''Ef•:��• ,t. ,
. n . .,, , ,. , 4 C 4 M",� .'x u' P J� f X41
a 6 N Y 11, y^ M , .t.
, w' 1 '.",,( -. f:_.v, .n•, r" :, 7i !'r.r, •" " v <« .{: . ,L.. ~,yi1. '4 t W :r 1•"` .,a, 'gK,rf�,
s. ,y-'. l (.. d a .et+", a.:.C.J r we •. �. s 5:.+: M.r..y. 'S, >A -�.1. ,. 9 `i, ',�; 1, "4h ,•,A ��hh 1 i 7P;',".,.
/J/�,/ '"ar ; ,:I 1. .. ,rr �. ; ..+ ,,. �. .�i:.: ,. .. ,. 1-✓ ,, ,w, ✓. `'1't .. -,�'�' `+ J/ry i�: �. {x :i ''"tN >..
r :. {7,,11x. ,7 t,... 4. Al •, r .� ,. r : ,:.. .1 '.iC :1,' q 1
., n .. �,., ( w:. Yp ,,. h °W' 'k e a. rv, 7L I. ?"7"q 'h',' a. W.
n ..q, w A .1L:.. i.,S�..n '^I L.../a,: :..✓, A , ,Yl,
y ,
�._. ..,:-� q 1 c: •' ,. , � .,. � 3?+fi' ...� ,. '..:� _.. �'r., 4 .,p'!�' �. .� �. �,: ,,u+«, .. .::� ;�L r� .�a: r'»-t l'>�IMI tlr ry r7>. h'.. +,•Lr :1,�. v� Ay .r_w '.r;"
.`., b'ti. en ,. p: ,,,,.. ., .r- ;'Ir 'A':. r.. I+., .Y 1 a. T. +{ •a4 :{Wld wy'4;CwPl• t r1 t M •Ala:,r-
,f
/ :: ,i
J
-
.- R ,., . .C ,..+ + , m , ,.:. ..I .L// ,,.✓(, ,M'. ., +� .. ..' rYd`y{ n. 40.� ,x_. ,.. ., x, l ,)r +.,, 1 \� ,. � �`,.' �� r
S _ } n , r , T, ,:.•'1 4 F. .1-vT. , ,, .,"I •" n T•'.. W. ., / - .i`.. . ,. ',r.;, ,, /, ,.,.,:,
-r. ./ � .l ., ,. .. x..a;Jd".., «., "�f, .:M.. 1 ..J,'. ..+T.;..: .. �.. •„ .. .. ...1. l'. w �4� n;: i -�r' m;. ✓,. :'�a.. .µ Yn,:�� F,>
•n. .. ': .,�R, .,.- , 1 , ., _:. .. .,.. �.. n, • ,.-..r..Y.;. - .., .' a .a ,,.i.: ,".;. r y )) f T.'. `"h�4� y1r• q. !. 1`�4 'xW � 4
d. of .. y. ,�,, .re, ,'.._. .. �.. 1.. -v, i 'p� :'rr, },,. .,ai.' i F',',
-r�V f , x , .. n,,:.
,
,C. r. r 1 d.`, 1 o....',m.,,,.,. �n uxa. 'r. a 1,r l M 9 pp : ry V 4i 1
,. , F I w-.. v✓+ty1 a, tE W. ,ha- ,Y:, . : n"y- • rv'+.✓,»� ,...r4. ., , xy.:- w x ,.n ..{' .vl, n�hJ.. ,.4
. .N .1t I ., Y ..,'h.I�'I a'I � � V .N1{ Y: S Tr. a,.x '�"1Vi -..F=t-.:,,M: .L :.:: .::,..'TA!„', .,. ,w.. a..4.,1 gni.,,-.I F'r '��
.. ,�: i ,R'T, ,.- 7 l.. „ t a ., '!!h'" ., :. u .a. � �C, . N �,f .. -.,e „�'-.. r.. ,. +•u,..� x. kw. a m a Y ,.wry .�rww... �rw.-G' •,, 'Fr
x, ,, � .:' ., r t,. .. .... � .. .:,+ rJ, r �. ...y +, i. � .. � u . � .. r.:. X .la.. "•M"+`�. t•- .,"w n :n'n ..,yY '�H 7- �,�,
�' �,r• i ,.I,. ,, „ ,. .II $, ,, ., ,. .5+. .. .,'4L:f., :,,'�,� h,. �. .,s.' �' 4, 'ri-:.,J 1" y:^w.; ' '��?:l "<T : t C M'1.,1�.. y t. ,.I,.x
.yt. ,it I'. is w r ,. .r: "' .: ,, ,:.il.P'-. , , , , :��'�, -rn 1, .I 1 ^s, .:''J
i' ,,, .,: /.i- ,. I, ., .1111 .�5 i r:. * 4, ) A. t ,..,p. nx .t ', jr.;.: y,, 1>ti' t� ai '' .r
t ,r.X , ... '!• A F: Al - ,,. •'•,.1�. 1 . r I J' , ,, n�.1 � ,I '#. k.•. .V I Jp
'.,!^ t ,.ar!' .. 1 '>'+I .1 a ,.,. xS.:-. :4 -, < , :,. ." . .., *,•,. .u r ��1• :'^H...r .. '*l v. .y:
,,:.. ,.'S. ,..c,.... ,. y ...+.. .:,.� d,k. ., .. f ,, ,{:.,: .,...I, y,.r. <' q �,n :G'd 4�'.. ,,r'r.. I'!, rY- :.�16,x ".,
,, , til. „ ;i 'r' , i a a.
f
._.!.,.,, x:..... ':,..... ,:..t7R'.,.. .,. ... .. ) ,.. s : r' r - ,, 1 if' i," rxl V,. A'4 7
r ,, ;, 4, ., ,. -,J r ,rXaA,rr.., , ., -. A , , , .,.t,.:..: '✓'' ;, '1 .J... �: ia,t:^ .,:J, i,aj,. -+:<: -
I 1 w 4 l .r % ; _y,J,x4 4 +,,.,,. ... L.,.7 v1 s •J r... m p?- Lr', oR^4' ,,ww .If�.
I ,r ^. , , ' Yr„r. '.�.:. ;' ,. . ,: , , , , •. yy .-'" , ,{ ,.4. , , �'S " t"' x, 1. '.'x.rc, a 3Y✓7,
"5h,,� " L,' '•i, :,, ,y: ,.. • e'` ..lr p t; -n 'sx ..✓ .tM1' 'r°.' :k' ,,,,..
It: .I !ti .�„. 3 ."•., .r" a rt,,.. ,,a. 1:,/ t"a,, �1;::, .;�,yl t:
A rnC -a,. L m' i r '4sr .W,� v�n�
T
f " �g
f ',i. y� „
a �,
.x fi ,: i; ;
" (-
}
, , .' ,.«. '� .,, '' 1 .1`"' 0�*u.. a i.Y�`"i, I� '.,'r"M,,. `.- '. �: ._.'' ,. `!,,. I ., ".. .. •1"' ''ex 'Y. v,Vr: ,W
:
x ,
y :.. :,., �•._ R f ( i , F I u ! .: t ,31 r e :' .,. r•' .,, ,;c'. ;.d,l✓' "Y '�+ I•,:�y('. .%. .;,,yy dI year`" .!1y'''
w •xr. ....,.•.n J..,... x: -1-,-.-, .1".11 I, t s,µ.. l�•N +J,...i., ! L�+, l wu '4 }tx b !
r Y �, btldr1, rr•r 1� r.: 3 Sr' iJ e r ,:d rT o- V w� I it nrll# m +'
,,..r' t l "L 1' w i ✓ d:`d'1•''r' 4 i`I*, ,Ya'° j W'.'"w Y i "^il (r & ^ `r,.u:..'( 'ax„f.. h,'. I n'' M... r ey'J1!'Y' ay x ,+r� L�':
'r! :.I} �..� ,..1. y:,,r,+'. �.4„a. J tM1:.;.t 1--11.V..ka t hL„ � ,'� iL if i ! - ! .,ri:;1 twa.7. r` :{r r."dI'vi fftl r':r.,,y ''i•n i n,,i., + al('''
: + L,r„ �,;. .ri ,n, ... - pp f ,, •„�' „i" -.1.4 }� .�4-g:.Pi:e: SA'• i't N"I<4'Tr,.,ef,;:
1 ,war,. .1 - �r ( +,'' ',y =r-y a y $,,,_'''�n•`:"'w� ..17tw tWl«J.. S!r ,•,d' >x,Y„ .�r's.,ts r
y� ,,
>, .. .r :. ,,. I "y., T +y. _ . r ,, I f i:,�-f .' elyN" 5, I yr
,,,; t p r .. u,,r +., 1 .. , .- :.- ... / ...; , ,.'f „r ''.: '1' ''a$, i d• ''•y wr,. ,,.^" 5, '..a.' `X5
,
=�Jr
a *r
r:
M
f a w y�.,_. ,,„
`". + rx"f ,,_ RR 'C' -"i +gyp d -c.. r *'W7. (1 ,pnia�., •�,x �J 'k r»
,,J . t �'•,. ,}. ..• 1 rn. „r,..,.r... a:•,. ,,.w. r•.r.., (, C.iski,+ wr "r_ .r:er �" .r!, was ,W,p,N ;, :.yr.1.A'3h i 'rK a„^. M
,. ...< ,., . nom, �i }�
I }tr.., 1, f ',yy y ,. y _., S � ,.,• :i�' ; I f n tai,., { „ �t ,�h.. '�u, e/ 'r yr.. raC..
i�} , 1 I �,,,,�,<�
1.
T ., ,p , , r ., , ^. , x.;' .. y If} .,.:,. ✓ -, ' ✓(' .W '-Y' ,'I`1 ',•, L, ,.. ' S ) i„'i
w, r I. I.„ .:r , \ x�g , [ :•' ! ,I.", I � , 'x. I jT¢ L '`•„o a-: . 7 ..,, ..`„ t +n<.. ',.' h; ,it'' "h a idµ.. .y , 1 .F '•1Y
1 tt $
'a.. x_:r .._1 ! R �.,, ;. < .+• I. I '�” , „y.4..r , * 1 q p '..np r• .'4h.- ..'h ',p! _r••:I
., -,t,p,,. >v i, ,�..u.. ,.,. !
,,-- T IN IA�Td I }1 y J 1 y. r�NI : .u4yJM W ayl .r { ilw �tq.,rd �,
I 11 �'' S. (. 1., ', ; 1`.n ,{- i. d'd'+ { xhA a lSlt� N'r!�°a^4' �5nx r° �F ° x`• ( �' .Y ,r �'wi �k r'n ",. IY.r ��r./.r e, ',
•''� r• . l 1 t M_ .r Y o^"i' y In1� �t i '�'"- i ^ y k.
F L I 1 r 0..V 'Ih ♦ �'''M f l.P { , " Y t w 1 r J »;y ,C'. r f ,xi w, ' 4 � € I 5„ rt:�,,,.*( ary„1 'r
rf �.r/' Y-x ,11 w� y ; J..x ka;pLv ,r..T+l.,y7,q ,'�vx,� �a ',,{1'. -
1.
c F f -I': ^r
Dnp y r ....„ - .,, '^'r,,: i