10200 SW GREENBURG ROAD-5 Y.. �.. ..
ADDRESS:
�e��fs na.
ii
f
i
i
i
i:\r.icords\microflm\targets\btiilding.doe
L 6
... ,,..�:i - ...s.�.ao ?i^���.RACk.(:'w;wi%.}.-•rcK....wa.x,�:..ua+x..•.7�w�wnw`.�.nnegAp'O!Ry`�
t
i
�,,,..�_- .. ...... ,. -�..._..-.._ .-. ..-........+.+--....•...,•,_........_.....r........,...^Yyyl.alyr,�e.ly1[pYdll�'iyr•�wl}1M♦ Y�,I�IVI�M/F}.1••w•11•'•rrn!T-n•^T—.....•tin...-.�....w..w.•rw•h'•-y'
APPLICATION - STREE F IMPROVEMENT/EXCAVATION ( COPY TO:
p� FILE
IT
ORDINANCE NO. 74-14 ��I (W(YELHLOW)E) - -INSP, t
(INSTRUCTIONS ON SEPARATE.SHEET) �_ I (PINK)-OTHER AGENCYLi1dg•
(BLUE)-APPLICANT �
APPROVED $�( - -- APPLICATION NO..
NOT APPROVED (] CI I Y OI CIGARII, OREGON FEE AMT.: S 60.0
PENDING FEE PMT, E] CITY HALL RECEIPT NO.! ____ ___— -----_�
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY _ I�' M __ UATE
—
PENDING AGENCY ''OK'' El Applicationand ProgTfss Record
MAINTENANCE BOND -__--
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIREP
ANNUAL
PENDING VARIANCE ] EXPIRATION DATE ____ _. .J_. -------
PE-?MIT
__--_PE-?MIT NO.: DATE ISSUED: _.—I�L._�-- BY: --
(1) APPLICATION IS 1-I'-REBY MADE TO EXCAVATE I17A1 AND 048 JELL 1LY13T.Tig(:i SIUEWlUX, AND
DRIVEWAY APP_ktCaAC.H _ _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT _ Mirlvin ftck CmVaniee 111 SW Colw bia Suite 138U_ Portland, OR 97201 223-4777
NAME ADDRESS CITY PHONE
CONTRACTOR_Malice Pac+.fic GenerklContr-ac:torla lnc. 735 NEJackaon Sch : 693-9797
NAME ADDRESS "llrs_ -
rT -M Y9712/
PLANS BY _O - City Standards & Spec:iticaticros —
NAME ADDRESS CITY PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S 11500.00
DOLLARS
(2) EXCAVATION DATA: FOR OFFIc Lg �•� I MIN.
0.04 X S r • _ —_
STREET DESCRIPTION — PROGRESS _& INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INRTALLED ITEM DATE REMARKS/TYPE BY
_ TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
STREET
P NED
1 GIRFENBURG RM - INSPEC- -
6 TION
Q
ESTIMATED STREET OPENING DAl'E:._.- —__ S
ESTIMATED STREET CLOSING DATE: —_ / - E
D —
STREET
(3) SECURITY NO. SECURITY AMT: S 1,500.00 CLOSED
SURETY CO.: FINAL
CHECK Y- CASH O BOND r INSPECT.
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
r'EATURES; EXCAVATION LOCATION AND EXTENT.
PER AWACHE,D Lls'r -
Ll1
-ruga
1 I 1-71 t . eIr IT I 1
(5) NOTE THE CITY OF TI:.ARD DOES NOT. HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT OF-WAY JURISDICTIOV IS THAT OF WASHINGTON COUNTY OR 'HE 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 WORK, AND TO SAVE HARMLESS TILE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE DATE l J l I
I
Y )
�jpecial ConditionslFprovisions:
1 . All work shall conform to City of Tigard, Oregon, Standards and Specifications.
Note the attached Drawings and Details.
2. Notify City Inspector Letha Tnomas (#639-4171) 24 hours before starting any work.
3. Access-to and egress-from parcels of land adjacent to tho work area shall be
maintained at all times. Pedestrian safety shall be provided for by the contractor
at al! times.
4. Removal/reolaconient wcrk and damage repair work shall be promptly initiated and
completed to the City's satisfaction. No work shall be considered complete until
g
it is accepted by the City. The City reserve the ri ht to cause testing and
certification of wo k or repairs to be performed, to the City's satisfaction, at -
permittee's expense.
5. Erosion control ,;hall be provided for by the contractor.
6. ORS 757.541-571 applies f.pre-notification for location of underground facilities,
etc.).
7. I-: is the sole responsibility of the permit holder to provide for proper right-of-entry
(and/or easements) prior to starting work. Proof of right-of-entry (and/or properly
exer_Laed easements) shall be provipermited to the holders failure to obtain or provide for proof
shall in no way be
construed to be liable for the pni t
of right-of-entry (or easements).
facilitate 8. All easements ueemed necessary by the City, to facilitate operation maintenance
and access to new public facilities or to enable public, usage of sidewalks, etc.,
s7al► be properly prepared, e:;ecuted and provided to the City prior to City release .
of any work assurance funds and prior to City closure of the project permit, I
is
I
10. Utility relocations, modifications or repairs,, which may be necessary, shall be
performed in timely manner nt the permittee's expense.
1
3� 1
r.
dVspec-wn.sop
y4
6 '
f;
' r
" ..�
a
I
j
'J'-0" MAX, 10'-0" MiN.
(SEE TABLES)
EXISTING DRIVEWAY ;,•A
VARIES YADT1i VARIES MATCH GRADE
-- (SEE TABLES) --
VARIES
MATCH WIDTH �
h.
x+
A R W UNE _
EXPANSION �- 6" X 6"
JOINTS 10 GA. MESH
CONTRACTION
JOINTS SIDEWALK
� �
r B Lr,
CURB J014TS�_
CURB
q FACE OF CURB
5'-0' MIN. 5'-0' MIN,
3'-0" 15'-0" MAX' 15'-0" MAX. 3'-0"
Pall
i
UC,'- EXISIING EXPANSION JOINT
OR SAWCIJT ANS PLACE COLD 1_1/2- EXPOSURE
JCINT.
ELEVATION B-H 10 GA. MESH
1-1/2' ABOVE BASE
6-
STREET —--"'----" ♦• -'
�2" OF COMPACTED 3/4'-0" AGGREGATE
NQTIES SEC319N A-A
1. CONCRETE SHALL BE COMMERCIAL_ MIX.
2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2." RADIUS
ALONG BACK OF CURB.
3. EXPANSION JOINTS SHAI.I_ BE 1/2- PR'EMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL, EXPENDING FROM SUBGRADE TO ,1NISH GRADE.
COMMERCIAL DRIVEWAY
RF:FRFNrc APPROVED BY DRAM BY
CITY OR TIGARD WASH NtDw CAB
SCALE GATE DR1WlNG NU. !
MIMI N.T.S. 7-9-93 t0ETA1L\00WUF-R0WDWG
- J
s
7
CURE JOINT - 5' MIN, SEE NOTE 5 ROW
2% •
R ,
OAD
1 2OF 3/4--0- BASER:♦.K
COMPACTED SUBGRADE -
SIDEWALK ADJACENT TO CURB
-+ -- 5' MIN. ROW is
ROAD
SEE NOTE 5
2' OF" 3/4'-0' BASF-ROCK
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB -
NOTES:
1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS 6 SACK MIX SLUMP RANGE
OF 1-1/2' TO
2. PANELS TO BE 5 FEET LONG.
3. EXPANSION JC,NTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,
LITILJTY VAULTS, WHEELCHAI,It RAMPS, & AT SPACING NOT 'TO EXCEED 45 FEET.
i
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN., 1/2' RADIUS.
S. SIDEWALK S.4ALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE t�
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY.
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES.
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER ly
PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE
CONCRETE SIDEWALK
R£FERFNC� APPROVED BY rRAWN BY
an of �cARa Wim. CO. Cry-305
SC41 DATE 0WG. FILE
01MCM N.T.S 7-9-93 tDETAlLS\C0NC-•SW.DWC
1
6
LNSPEGT'7N NOTICE
City 0! Tigard "IA.14ing Dopartiiw w
13125 SW Hall Hln. Tigard, Oregon 9722
Inspectitin Ling. (Roc-O-Phons)s 639-4175 Business Pho t 639-4171
Inspections LtA `` � -- •
Footing Plbg. Undereiab Nech. Rough-Ln Appr/Sdi.k
Found. Plbg. Top Out Ola Una FINALS
Post/Beam Struct. San. Sewer �lssinq -H1dQ.
Poet/Htam Mech. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Line Gyp. Lid. -Mech.
Data Requestods Timet AN PM
Addrosst � �. aJ 5I T lin Permit #s Lk `.�' � / �P
Builders I�Y/`1 II b\ 1 A Y vii �-T '1 l '' -7(1 1
THE FOLLOWING CORRLCTIONS ARE REQUIREDs
too -- —-----
i
Inspectort Datat L t
L APPiDt1V/D DI':' :"a.NED APPROVED SUBJECT Tt1 ADM
__Call For Reinsp.
i'
.. r1• ` yy55 r
From: FINANCE/,7IM
Subject : Lincoln Center
To : PHYLLIS
X-To : Phyllis
Date: 16 Sep 92 15 : 51 :53 , ' •
Y
Here is a ]_ist of various units for Lincoln Center buildings . It has
been prepared from plans, records and other pertinent data and is as
accurate as I can make it., short of an actual physical count by eyeball .
You will note there is no USA count for "Casa Llipita" Reastaurant . We do
not have copies of the building records as it was built under Wasnington
County jurisdiction. My estimate of maximum count is 8 swr units .
10200 SW Greenburg Road Lincoln 5
SWR891525 25 SWR units / 381 Fixture units (building)
SWR8922.97 2 SWR units / 23 Fixture units (coffee shop) mo
Storm Surface 137, 280sgft - 52 units (building & parking structure)
10220 SW Greenburg Road Lincoln 2N
20 SWR units / 318 Fixture units
j Storm Surface 63, 360sgft - 24 units
7 10220 SW Greenl+urg Road Lincoln 2S
'�l SWR units / 330 Fixture units
Storm Surfaco 1161, 160sgft - 44 units
102.50 SW Greenburg Road Lincoln 7
14 SWR units / 219 Fixture units (3-story section)
2 SWR units / 32 Fixture units (1-story section)
Storm Surface 121 , 440sgft - 46 units
1.0260 SW Greenburg Road Lincoln Tower
SWR880049 46 SWR units / 732 Fixture units
Storm Surface 118, 800sgft - 45 units (building & parking Structure)
10300 SW Greenburg Road Lincoln 1
21 SWR units / 335 Fixture units
Storm Surface 187, 440sgft - 71 units
10330 SW Greenburg Road Red Lobster
8 SWR units / 128 Fixture units
Storm Surface - Included in Lincoln 1 total
10350 SW Greenburg Road Casa Lupita
No count available, no reco,-ds . Estimate 8 SWR units
Storm Surface - Included in Lincoln 1 total
10500 -SW Greenburg Road Commercial Building
2 SWR units / 32 Fixture units
Storm Surface - 18, 480sgft - 7 units
t:
Sewer Total : 160 w/o Cas Lupita
Storm Total : 296 units j
i
1
..,. Owl.
T'
!
V A
kr;la6r IN.
..SII D'I'Y II qj.
' fF,
�{ HArlen's Drywall Company, Inc.
1205 N.E. 95th Street
Vancouver, We. 98665
Mone (206) 574-11'24
r;
Fax 1,206) 574- 1458
Date a4t
i
From
Pages .__
TO
Attn:
{
Fax _ >22
P
'i
r
4
? T r, T 'I "7 V AA J&a[ Q 19 r H 3 'I tat !1 K � i i P3 T Q
f t
.rl l .�A. ��r i�t Y�,{j�"di k fez:� r .. r r a 7 b �" • a �" �� e 9 f.,F
A.F', _� �•,..r { r �'7�� a�'tttq, ;;v { f ry i l P"� 1 <., 7 �( _' { �r P
71
n�
!iARI fiI ' S DR Z"YVALL PO2
u
CL M
�.d
r �
'•s
f
f �
I'
C
v v
s
y
0
i Q w cz
61p
d
LOoif,Qn�jh QOn.M n1t0 !99 cusSa 8t 9n t.�- ru
J
LIM
INSPECTION NOTICE
City of Tigard Building Department---" ,,
P O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection l rr> r '
D ate Requested —?-'��" !r'� Time
A.M. -3 7oU P.M.
Address
Permit # Sf_/,?/r
i
57
Owner Lot #
Builder 40
s.� The following Euilding Code deficiencies are required to be corrected:
Presented to _
_ �� Approved
Inspector
---- [_� Disapproved
Date 3— %'T— 70
CALL FOR RFUNSPECTION
YES C] NO
�Y
INSPECTION NOTICE
City of Tigard Building Department
P.Q. Box 23397 `�-�}. . •
D Tigard, Oregon 171,
Phone:
V
Phone: 639-Q175
Type of Inspection —_ i"`�1 �� __✓� `J�C�,C„tl�-t
Date Requested
Address rime A.M. 'P.M.
i �>>� c�P� iLa-,.�s� 1��
Permit #_ 921319
OwnerLot #
Builder_,��rc�,_
The `ollowing Building Code deficiencies are required to be corrected:
� Zj --�
l _
. 414
r
9"
A.
Presented to t
FrApproved
Inspector All
�,..� ❑ Disapproved
Date
CALL, FOR REINSPECTION
LYS" " ❑ YES ❑ NO
{ ' Y �M1•n,u.iWxpY�FYPker-,.., nr.�,.....,....._---..._.w. _..._,_ ! "Rqq
1,7
l � r
G:, L � '1N�til nl.•
♦,^A. 1 �m1AL,�lh y J'f;.,t :f , .Y rl �dyNLT YI 4r�'Y
4r
1 {:
pr:'•.' 1
wi
1
INSPECTION NOTICE
City of Tigard Building Department
P.U. Box 23397
TigFrd, Oregon 97223 \ t
Phone: 639-4175 J
Type of Inspection —
Date Requested_ z - Q� _ Time 4.M. P•NI•
Address -ZQ�--� ����Sc .--- Permit
I Owner Lot #
Builder -- -- ------- ----- --- - -The following Building Cade deficiencies are required to be corrected:
--- -- --------- ---- ----- --
s
i;
i
Presented to _ _� -.__ Appr-oed
i Inspector - -- — - --- Disapproved
ct o
Date --------------
CALL FOR RFINSPECTrON
C-1 YES I- NO
LI . r
fe•
TUALATIN VALLEY FIRE & RESCUE
AND
BEAVERTON FIRE DEPARTMENT k
4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538
January 30, 1990
Ingrim/Mills
t . One Centerpointe Drive, Suite 300
Lake Oswego, Oregon 97035
e
�f
Re: Ingrim/Mills/Martindale, P.C.
10200 S.W. Greenburg Road
+` Lincoln Five
Gentlemen:
This is a Fire and Life Safety Plan Review and is based on the
1985 editions of the Fire and Life Safety Code (UBC), Mechanical
Firc and Life Safety Cooe (UMC), Uniform Fire Code (UFC) , and
other locil ordinances and regulations.
a
Plans are conditionally approved subject to the following:
�r
1. Automatic Sprinkler Plans: Plans referred to and
examined by this office contain no provisions for the
alteration or installation of automatic sprinkler '
system. Not less than three sets of plans for the
. w installation shall be submitted to this office for
approval prior to installation. UBC 302(b)
2. Door Schedule: Door schedules shall be shown on all
plans submitted for all buildings from this time forth. `
Otherwise plans will be denied approval until said is
attached to plans.
3. Fire Extinguisher Requirements: Not less than one (1)
approved fire extinguisher(s) with rating of not less
than 2AlOB:C shall be provided for each 3,000 square
feet of floor area or fraction thereof. The travel 4
{. distance to an extinguisher from any portion of the
building shall not exceed 75 feet. UFC Standard 10-1
4. Approved Plans on Job Site: One set of approved plans
bearing the stamps of the building department issuing
Smoke Detectors Save Lives
Ingri.m/Mills '
January 30, 1990
Page 2
the construction permit and this office must be I
maintained on the project site throughout all phases of
construction and must be made available to building and
fire inspectors For reference during required ■
construction inspections. UBC Sec. 303
5. Required Occupancy Certificate: Prior to the use and
occupancy of the project space), a certificate of
occupancy or other written instrument of approval must
be obtained from the building department issuing the
construction permit. UBC Sec. 301
SPECIAL NOTICE:
DEVIATIONS FROM THE SUBMITTkD AND HEREBY CONDITIONALLY
APPROVED PLANS DURING THE COURSE OF CONSTRUCTION,
EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY
REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT
THE WRITTEN AUTHORIZATION OF THE BUILDING DEPARTMENT
ISSUING THE CONSTRUCTION PERMIT AND THIS OFFICE.
a
a
APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF
OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON- f I
COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL
GOVERNMENT.
If I can be of any further assistance to you, please feel freta to
contact me at 526-2502.
,i
Sincerely,
,
Gene Birchill {
Deputy Fire Marshal
GB:kw
r
cc: Tigard Building Department
Alan Hotchkiss
Trammell Crow Company
w
t ,
z
` S
M
,9
All, W
,u
INSPECTION NOTICE
City of Tigard Building Department
P.O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection
Date Requested_ rime Ap, \
Address 'sc Permit #
--_
Owner L Lot
{
Builder.
1 The following Building Code deficiencies are required to be corrected:
G
y9
Presented to C Approved
Inspector
Disapproved
Date
I —
CALL FOR REINSPECTION
F
Cl YES ❑ NO
K{