6601 SW OAK STREET-1 FILE .d0.
OAK STREET — 6601 STR. OPN. PERMI-
1
I
i
I
Cl'I'Y OIC TIGARD
L'7CPINDI'Ii7 E RD:X)E3r
'11iis: form is a tr lti-use form. Appropriate .:eoeipts nest be attached. Dc<-Lnm_ntation
i::; important for all purposes. Staple docum_ntation to form.
V=OR NO.. /1 DATE:
PAYABLE E ZO: M I�� � Y o LUv�S�r�a� oeBY:
CID / /
RiJ(XJL•S
i� wu , 'Z 12
_ CL:"C ;X .3S. OY� ON 91015 * Approved reques due Wednesday
10:00 AM to A/P for checks by
Friday.
MISC s TClmTW :
Date Descr-iption, Irrnoi(m No., etc. Ao-Acunt No. Amount
Zwoo $ zs-o-
TCEAL
Mileage $0.255
w
APPROPRIATION RALANCF: — -T M- OF: _ SIGNA'ITME:
(Up to $25.001-Section Manager Purrh. Agent
($25.01-2,500.00) Division Manager
($2,500.01-7,500.00) Dept. Head
($71500.01-15,000.00) City AdmirLLStratOr y
($15,000.01- ?) Focal Contract Review Boat
' ./1501F
APPLICATION STREET IMPRO MENT/EXCAVATION COPY TO:
ORDINA`�CE NO. 74.14 (WHITE)-FILE
(YELLOW) -
(INSTRUCTIONS ON SEPARATE SHEET) ® Bldg
® (PINK)-OTHER
ER AGENCY
Xj (BLUE)-APPLICANT
APPROVED X APPLICATION NO.: 49+ _
NOT APPROVED CI T Y OF TIGARD, OREGON FCS AMT, f 10.00
PENDING FEE. PMT, n CITY HALL RECEIPACDATE
III—Z1 7 SS'Z
PENDING SECURITY 11PUBLICWORKS DE•.PARTMENT BY _.� — ._ y ��/9e
PENDING AGENCY ''OK" ❑ App11.',IUon and Progress Record —
PENDING INFORMATION [] FOR STREET IMPROVEMENT/EXCAVATION MAnASE EAON REBGND
ANNUAL L'
PENDING VARIANCE ❑ EXPIRATION DATE
PERMIT NO 4 4 9-_�] DATE ISSUED: `j l: i `/l BY:
(1) APPLICAT!ON IS HEREBY MADE TO EXCAVATE FOR AND INSTALL CWC) APPROACH
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT -. Milan Skoro 18680 SE Hwy. 212 Clackamas , OR 97015 658-3516_
NAME !- ADDRESS - -- - CITU - -►70NE --
CONTRACTOR Timberline Dev. PO Box 279 Gladstone, OR 97027 656-82_53_
PLANS BY Per Ciq_Standards/Specifications
NAME ADORE!! CITY
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _250.00
DOLLARS
(2) EXCAVATION DATA: FOR OFFICE 296.00 : 10.00
STREET DESCRIPTION _ PROGRESS & INSPECTION STATUS
NAME SURFACE
CUT CUT CUT LLNGTH WIDTH gEPTFl MIATEMIAAIGIUANTId
/TYPE BY
ITEM BATE REMARKS
_ STREET
- - - _ OPENED
Oak S�rA t Se Attac d R & R curb & install a ro ETION
U
ESTIMATED STREET OPENING DATE: / / E
3
ESTIMATED STREET CLOSING DATE: ^^ / / T "-
E
�� -- -- - D
(3) SECURITY NO. SECURITY AMT. $ 250.00- STREET
CLOSED
SURETY CO. - FINAL
utvillon CHECH x CASH '7 BOND INSPEC. 1 VZ 5 `7/ - �1ff',/PC
0'o
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDIfiIONS:
FEATURES: EXCAVATION LOCATION AND EXTENT. 1. All work shall conform to
SITE: 6601 S.WI . Oak Stree City standards and
specifications.
2. Notify City Inspector Carl
x��work
Vieweg (#639-4171) 24 hours
W. OAK ST. _
before starting work.
-- area 3. O.R.S. 757.541 applies (re:
utilities prelocation, etc.
1
I ID
I
(5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
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 PERTINEiVT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE 91
DATE 1 -__L___ / �_
A .
APPLICATION - STREET IMPRO' 4ENT/EXCAVtJI0N COPY TO:
ORDINANCE NO. 74-14 Lao (WHITE)-FILE
Q (YELLOW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET) U (PINK)-OTHER AGENCY Bldg
(BLUE)-APPLICANT
APPROVED
NOT APPROVED 1-1 CITY OF TIGARD, OREGON APPLICATION NO.:
FEE AMT.. S 10.00
PENDING FEE. PMT. ❑ CITY BALL. RECEIPT .:, CT z l7 RECEIPT
PENDINGSECUaITY ❑ PUBLIC WORKSDFPARTM&'." BY
PENDING AGENCY "OK" Q DATE 7—L Application and Progress Record _ – – – – – –
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION MAINSEREQIUIIRE BOND
PENDING VARIANCE ❑ ANNUAL
EXPIRATION DATE: /
PERMIT NO __-+4 .."'
DATE ISSUED `1 L CsgL�L_ ` BY L---�-i- '-- -- .
(1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL CrJNCRL.r DRIVEWAY APPROACH
-- AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT Milan Skoro 18680 SE Hwy. 212
NAME p Clac>famas Uk 9`7015 658-35163516
ADDR[Sf _----- -
t—IT V
PHONE
CONTRACTOR- Timberline Dev. _ PO Box 2.19 Glz:,'Qrone, OR 97027 656-8253
NAME ADDR[Sf _- -._-_...... _._—�.. .�_.�.—
Per Cit Standards/S ificatioru9 CITY PHONE
PLANS BY
_ -X_____._
NAME �._- _�
PHUNE'
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 250.00
_--�_ DOLLARS --
(2) EXCAVATION DATA: FDR oFFIc[� �� �.
0.04 x s -10--00-.--
NAME
DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED
TYPE LENGTH WIDTH DEPTH ITEM 6 QUANTITY ITEM DATE FIEMARKS/TYPE B)�
— STREE -
N D
OHlc `atrR t (See Aritif3ll:f INSpec—
MATERIAL
P C —
P & R urb & install a r IR TION
E –
' — Q
ESTIMATED STREET OPENING DATE:--
ESTIMATED ZTREET
ATE:._-_ESTIMATED:TREET CLOSING DATE:
ED
(3) SECURITY NO. _ SECURITY AMT.. $ 250.00 STREET -"
SURETY CO.: -- CLOSE D
�►��y �q FINAL
` �'I� BO CNECil at _ CAlH n bDND INSPEC. �--�rj-Y/ / l1
(4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL
FEATURES; EXCAVATION LOCATION ANU EXTENT. SPECIAL PROVISIONS/CONDI�')C.iM:4,
I. All work shall ccd•►farm to
SITE: 6601 B.W. Oak Stree City standards arr9 ----�.--
specifications.
1 2.—Notify City Ildpectmti Cacl
Vieweg (#639-4171) 24 hog's
S- W- OAIK ST. before starting ,cork.
rea--- 3. O.R.s. 757.541 applies (re:
I
Ra -.` - - -,• - - - - - - - - - - I , - _ _ utilities prelocxation, etc.)
N
-
S NOTE THE CITY OF TIGARD DOES NOT, HERE4)Y, GRANT PERMISSION TO APPLICANTS r0 CONDUCT WORK WHERE
RIGHT-OF-WAY JURI'.;DICT'ION IS THAT OF WAS IING'TON COUNTY OR THE STATE OF OREGON.
THE APPLICANT AGREES TO DEPOSIT THE Rt-QII1RED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT T'.::, COVUUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANTI
EMPLOYEES AGA INST ANY INJURY OR DAMAGE. 1�i-a,l.'H MAY RESULT FROM APPLICANTS ACTIONS,
APPLICANTS SIGNATURE
'5 DATE —1 1 1S JI
-NIS MAP Is FURNISHED ASA W 3�� �" �• �. r ��
rONVENIENCE BY: k AJ r-\ r, 1
STEWART TITLE � �� ,, °, -
S 161AP 1S NOT A SURVEY AND DOES NOT Z I�' y 540 : 580r N
]W THE LOCATION OF ANY IMPROVE-
NTS TmE COMPANY /.SSUMES NO LIA• i 9 ' ' 32
ITV rOR ANY ERRORS THEREIN. 3400
a X �
12
53C:' 5900 Z
i
I^c 23 ' �, 31 37 �c 3
^ N
9 35(10 — 12c 3F' — vF'i
13 II 5200 60CJ Ll
Iz s.�s 30 38
3600 _ Ila s• iQ7 77- In
14 X100 6100
(.1/ v 29'23;lw
3700 60 i
CI41 Irs.9e 107.,0
15 `
u
6200
29 w 40
3600
16 U nc .4_^ 1471 --
4900
12414 0, V N 6300
P 2/ n 41 u
3900 • r-J-' " r-. u _ r-+
100 `_J_ II r r 1
17
\401 �94800
,J ��;� 6400 _
18
26 4 2
�
�,. 4700
1D
650('
. ` r 650
19 14.44325 ey a 324flI_
4?C0 6600
di1
� I
44
M
s
T2C9 , - *, S
`? �350C' 97.�,y "`� a e� I
�i , IFS
23 Mc
1,3.., ' 2200 22201 S T F
e
4300 --_. ._. _..— �, ' • • ,• r
44C,O
21
N G 2
N N �• I
AtS S: P, ` 'A 11 21 i
SLI r--- -----
STREET
W I •c 7
(0 Lij
(Ia>
i
w h
►--
W (n
W zO z
I I `° �0
U 4 a
Z W N c, a Q o
L � � ua U
LJ w Q
I I F- ��i
o _J
_Mie � -
— < fJ
Lr- U
o
o
M �! u w
a W
w U
►, a
z W �s
I0 (-) N
Q a h L.L.i
C)
d5 to n _>
Cr LU W z
( � 'J J
Q' ! 1- >
�' w ` 4n I IR
W W I m fY W
Z W
I 20
M
z I ,n a
z`�
2(f) I Ico
M U
w U
W LL
�.[.
I
w
Om
1 - I
LL
(-) 0
O U
( a
fn O
cr F-
� I U
J O
(� fr a LL.
cr. C) U
3C"
2k: 0" MAX. 12' - 0" MIN.
DRIVEWAY A� �-- R/W LINE
A
w —CONTRACTION JOINT 6'
� OPTIOMAL
d SIDEWALK
R ? LOCATION
`'' SIDEWALK EXPANSION JOINT B
EXPANSION JOINT
� CURB JOINT � -- 1
'7
A 45),
E 0 MIN. -0 MAX.^ 6' - 0" MIN. 0" MAX, 3' -0" /
FACE OF CURB '
SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB
FLAN
1 1/2" EXPOSURE
i USE EXISTING EXPANWN
JOINT OR SAWCUT AND
ACE COLD JOINT,
ELEVATION B-0
SEE DWG. NO. CS-306.
STREET _-
_ 6"
cao TED S'UBGRAD4EZ 1—. 2" OF 3/4" MINUS
SECTION A-A
NOT E s
I. CONCRETE SHALL. HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I.
AFTER 28 DAYS , R SACK MIX.
2. CURB JOINT SHALL_ BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS
ALONG BACK OF CURB.
3. EXPANSION JOINTS SHALL BE 1/2" PREMOL.L'ED ASPHALT IMPREGNATED
MATERIAL_ OR EQUAL , EXTENDING FROM SU90RADE TO FINISHED GRADE
4. SEE D"3. NO, CS-300 AND NO. CS-30:5.
iWA,SHINGTON COUNTY
DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY
W^ ANCITRANSPORTATION
DATE CIVIL EN91NEER DRAWN APWA NO. WASH COUNTY NO
Ll7/e o � � ---- AEA &-I" NONE DW- 200
CJJ -
FACE OF CURB
WIDTH OF STREET LRAINAGE BLUCKOUT
i 3" I.D. PLASTIC PIPE
WITH COUPLING
I R --� 6 /— 1/2 R
ROAD ,� to .
1 ',r
• 2 -
MAX. 1O
e
•
BASE COURSE •
77
_ 9 _
1• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE E!;LRGENCY MOUMTABLE
CURB CS-300 SHALL BE USEV.
2. CONCRETE TO HAVE A BREAKIN13, STRENGTH OF 3000 PS.I, AFTER 28 DAYS
EXPANSION JOINTS ,
A. TO PE PROVIDED
1) AT EACH POINT OF TANGENCY OF THE CURB .
2) AT EACH COLD JOINT .
3) AT EACH SIDE OF INLET STRUCTURES.
4) AT EACH END OF DRIVEWAYS .
5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET
B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON–EXTRUDING,
WITH A THICKNESS OF 1/2 INCH.
3 CONTRACTION JOINTS .
A. SPACING TO BE NOT MORE THAN 15 FEET .
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST IV INCHES .
4. BASE ROCK -2"-0 OR 3/4"-'0 , 95 % COMPACTION. BASE ROCK SHALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER
3. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE .
A. 1.0. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE .ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 9 REPOURED TO FULL DEPTH OF CURB.
WASHINGTON COUNTY Ct..ORB NON - MOUNTABLE
^D� PAFiTMENT OF LAND USE
W AND TRANSPORTATION FOR USE ON MEDIANS
CRATE CIVIL ENGINEER � j DRAWN APWA NO. WASH. COUNTY NO.
RL� E.89 18 ( MOD.) CS - 301
,�
- 9 2 -
CITY OF TIGARD - RECEIPT OF PAYM -NT RECEIPT NO. :91-217552
CHECK, AMOUNT 260.00
'0 I_Ahl SKORO CONST. CASH AMOUN r 0.00
AD'.1?ESS 18:80 SE HWY. 212 PHYMENT DATE 09/18/91
SUBDIVISION
CLACKAMAS, OR 97015-
PURP03E OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT /'AID
CUSTOMER DEP'O L50. 00 PUBLIC 1MPROV
i
STREET OPENING PERMIT 419-91
rrirp,.. 7,60. 00
4
0201
MILAN `3KORO CONSTRUCTION
18680 SE HWY 212 8.%3515 24-22/1230
CLACKAMAS. OREGON 97015 BRANCH 178
TO THE
PAY y�2
TU -. BANK
-,,
IIMItfO WTATF4 NATIONAL BANM OF ORFOON
C1� 1
11'000 20 1114 1: 1230002201: 1713 0318 196110
i
L