9735 SW SHADY LANE FILE NO. 516-92
SHADY LANE - 9735 STR OPN PERMIT
1
I
ENGINEERING PERMIT
PERMIT # . . . . . . . : ENG92-0063 DATE ISSUED: 09/09/92 By:
PRIM. PERMIT #. : ENG92.-0063 PARCEL: IS135BD-00300
SITE ADDRESS. . . . 09735 SW SHP.DY LN ZONING• C-G
SUBDIVISION. . . . :
BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . : __ -----
----------------------------------------------
----------
IMPROVEMENTS QUANT RATE VALUE
PERMIT 'TYPE. . : SOP GRAD/EROS
AGREEMENT DATE: / /
ASSURANCE EXPIRATION--- STREET
PERFORMANCE: / / SAN SEW
MAINTENANCE: / / STM SEW
UTILITIES
ALL OTHER
TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$
Remarks: STREET OPENING; TO REMOVE EXISTING DEFECTIVE CONCRETE SIDEWALK
SEGMENTS AND TO REPLACE SAME, TO CITY STANDARDS.
--- FEES ------
Permittee: type amount by dale recP t
YORK & CURTIS, INC.
* OPEN $ 3.40.84 JSH 09/09/92 23141
10125 S.W. BEAVERTON-HILLSDALE HWY
BEAVERTON OR 97055
Phone #: (503) 646-21.23
Engineer:
$ 140 .84 TOTAL
Phone #: REQUIRED INSPECTIONS -------
---STORM SEWER-- -----STREET-----
Permittee/Agent Signature: M.H. & C.B. CRB LINE. & GRADE
- PIPE LN & GRD SUBGRADE
BCKFLL & CMPCT BASE ROCK
AIR & TV TEST LEVEL COURSE
WEARING COURSE
City of Tigard, Oregon
13125 S .W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT
Box 23397 M.H. & C.O. MONUMENTATION
P .U. Oregon 97223 PIPE LN & GRD STREETLIGHTING
Tigard,
Phone #: 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP
AIR & TV TEST
----GRADING-----
FOR INSPECT-ON, CONTACT:
Carl Vieweg #639-41.'11 (office' --REPR.' S/ADJ,S-- CONTOURS
DRAINAGE
#780-2647 (mobile)
----PATHWAYS---- EROSION C14TL.
APPLICATION - Si BEET IMPRMENT/EXCAVATION COPY TO;
ODIN 1_E ISO. 74-14 ® (YELLOW)FI
LE
R INSP.
(INSTRUCTIONS ON SEPARATE SHEET) ® (PINK)-OTHER AGENCY blt9
' (BLUE)-APPLICANT
APPROVED x APPLICATION NO.: . .Mj_
NOT APPROVED L] CITY OF TIGARD, OREGON FEL AMT.: S 14O_A4 1['�
PENDING FEE. PMT. El CITY HALL, RECEIP /_2�2*5'4 19
PENDING SECURITY PUBLIC WORKS DEPARTMENT BY — DATE
PENDING AGENCY "OK" Application and Progress Record MAINS 'NANCE BOND
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION A, REQUIRED
ANNUAL
PENDING VARIANCE ❑ EXPIR ON DAff
PERMIT NO DATE ISSUED ? _/ I BY: 1 �
(1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND )3i9 `biM __Rapair Concrete Sidewalk--- --
AS DESCRIBED HEREIN, IN FULL. ACCORDANCE WITH CITY REQUIREMENTS.
Beaverton
APPLICANT _ Yorke & Curtis, Inc. 1012 aver on-1ii11sda_le OR_ 97n55 # 646--2123
NAME ADDRES CITY - ---- PHONE
CONTRACTOR — Same —____ __ _
NAME ADORE SS CITY �MONF
PLANS BY per City Standards- &_ S_pecifications _
NAME ADDRESS CITY PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ _ 3,521.00
DOLLAF45
FOR OFFICE USE: MIN.
(2) EXCAVATION DATA: 0.04 X s 3 521 -00_-._. s -140-84-
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIALIN•sTAtL.ED ITEM DATE REMARKS/l'vPE BY
TYPE LENGTH WIDTH DEPTH ITEM h QUANTITY
STREET
OPENED_ __—
Shad Lane (see a tache ) R TION _
E G
E
ESTIMATED STREET OPENING DATE: S I -�
ESTIMATED STREET CLOSING DATE: _— ,L—_1 _ ED
STREET
(3) SECURITY NO. SECURITY AMT.: $ _3_cS2LQ0._. CLOSED
SURETY CO. _ FINAL
INSPEC. ZS 9Z ►eU
CHECK CASH ll •OND '' .i
(4) PLOT PLAN. INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS
FEATURES; EXCAVATION LOCATION AND EXTENT.
1. Not,JX Inspector Carl Viewgg__
'(6.3?5- 1) 24 hrs. before starting
SITE: 9735 SW S Y AN
1 i 1 2. All work shall conform to City
1 I work area I -sEanar s & sped .cations.
-qzp,, I I l_ -- ____ X ( DRS 757.541 - .571-jIIti.1ty Co
sae 'I �• - -. - - - - - - - . ` - - Dri- n -ion, Q ��oiTvai�&Ped contrlmus't
I SHADY LANE
,. F.rnc;ion rnntrnl
for by contractor.
Re roadway shall not be closed to
thLrjuyll trafftc, dt ally ttme.
. DebrIs shall be removed & disposed
in a t1meIy manner.
(S) NOTE THE CITY OF IIGARD 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 PERTINENT 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 RESUt T FROM APPLICANTS ACTIONS
APPLICANTS SIGNATURE __ DATE / —�
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• 4rNrrwrllrlNala•IM 1W W� �
S.W 95 Or
CC
AIV
R/W
'F----
5'
CURB JOINT
SEE NOTE 5
/ - 2
ROAD
( '--2" OF 3/4'x-0
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURE
R/W
5 MIN --�6"
i
ROAD
II LE NOTE 5
2" OF 3/4"-0
COMPACTED SUBGRADE 1
SIDEWALK AWAY FROM CURB
NOTES
I. CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP RANGE
OF I V2" TO 3" i
2. PANELS TO BF ', FEET LONG
3, EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES
UTILITY VAULTS ,WHEELCHAIR RAMPS , 81 t.T SPACING NOT TO EXCEED 45 FT
i
4. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2"RADIIJS
1. SIDEWALK SHALL HIVE A MINIMUM TFIiCKNESS OF 6 INCHES IF MOUNTABLE
CURB 15 USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY .
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM TH'CKNESS OF 4 INCHES .
6. DRAIN SLOCKOUTS !N CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC
PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE.
WASHINGTON COUNTY
DEPARTMENT OF LAND USE CONCRETE SIDEWALK
AND TRANSPORTATION
DATE CIVIL ENGINEER
APWA NO. WASH. COUNTY NO.
17,41- � � ��� AEA_6 95 NONE CS 3O�
OF CURB ,
WIDTH OF STREET DRAINAGE SLOCKOUT
3" I.D. PLASTIC PIPE
WITH COUPLING
i
//p
ROAD 1O . •
e •
11,r
• /7
MAX. iO
n
A
BASE COURSE
P
L ° 9 °o
1 FOR DESIGN SPEEDS GREATER THAN 4 D MPH THE EMERGENCY MOUNTABLE
CURB CS-300 SHALL BE USED.
2• CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS
EXPANSION JOINTS . `
A. TO BE PROVIDED I
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. MA,rFRIAL 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 I%2 INCHES
4. BASE ROCK -2"-0 OR 3/4",O , 95 % COMPACTION, BASE ROCK SHALL. BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER
5. DRA NAGE BLOCKOUT - 3" DIA. PLASTIC PIPE .
A. 1.D. PLASTIC PIPE WITH COUPLING.
8. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 8 REPOURED TO FULL DEPTH OF CURB
;ftWASHINGTON BOUNTY CURB. NON - MOUNTABLE
P,mkAND TRANSPORTATION UJB FOR USE ON MEDIANS
DATE. CIVIL. ENGINEER DRAWN APWA NO. WASH. COUNTY NG i
i7 RL115 b 85 18 ( MOD.) CS - 301
F6i
-
IO GA. M 0 MAX. 0 MIN.
H DRIVEWAY �" RAW LINE
A 6"
eb I
U) OPTIONAL
cr cr SIDEWALK
11 1 LOCATION
B �..-- CONTRAC'i ION JOINT —~
,T EXPANSION JOINTS g
"�CURB JOINT
SIDEWALK EXP:NSION JOINTS 7
L3-
_ `'6�� MIN. 7'-b _MIN. 3' - 0.
FACE OF CUr.
,' -- - _
0 MAX X. MAXis .
PLAN ' S
I 1/2 EXPOSURE
USE EXISTING EXPANSION JOINT OR
SAWCUT AND PLACE COLD JOINT,
SIEE8Dg.
No. C$-308
ELEVATION
lw
STREET
10 GA. MESA
1-1/"2"ABOVE 2 OF 3/4" MINUS
BASE - SECTION A-A
I- CONCRETE SHALT_ HAVE A MINIMUM F3RFAKING STRENGTH OF 3000 PS I
AFTER 28 DAYS , 6 SACK MIX
2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM I/2' RADIUS
ALONG BACK OF CURB.
ATER
M
3. IAL SION JOINTS SHALL BE I/2' PREMOLOED ASPHALT IMPREGNATED
MATEROR EQUAL, EXTENDING FROM SUBGRAOE TO FINISHED GRADE,
4. SEE DWG. NO. CS- 300 AND NO. CS-3015,
WASHINGTON
S-30!!.
WASHINGTON COUNI
Y
DEPARTMENT OF LAND UE
AND TRANSPORTATION COMMERCIAL DRIVEWAY '
DATE CIVIL ENGNEFR DRAWN -
� APWA NO. WASFI COUNTY NO,
R NONE
DW- 201
CITY OF DUCAT!?
DTENDIIURE ROC , '
"IIII, form is a multi.-t» form. Apprrpriate rex,-ipts 'mist be attached. Docmentation
important for all Purpoe,-s. Staple documntation to form.
WNDOR NO.
---- � - - DATE: °I-ZY=9 Z.
PAYMM TO:
o S u�ESTED BY:
�l) n rN -1045- Approved request due WAV
10:00 AM to A/P for checks by
Friday.
MLSC7T.LAt BXTS EXPENDr zELs: ----_—
Date Description, Invoice No., etc.
Account No. Aun=t
-- — to - zzvaca 35Z1
— gz_z141�� .9z
TO AL —'--
Mileage $0.255
AF'PROPRLUUON BALANCE:
--_ — AS OF: SIa%4:URE:
(UP to $25.00) Section Manager
---------______ Purch. Agent
($25.01-2,500.00) Division Manager- _ —
($2,500.01-7,500.00) Dem. Head —
($7,50o.01-15,00o.00) City Administrator
($15,00o.01- ? _—�.___ ------___—._ ----------
Local Contract Review Board
— ----
/1501B --
7-V ��
j"pECTION,NOTICE
ef.ty of Tigard Buildinq Depart"t
13125 .-W Ball Bl.vd. Tigard, Oregon 97223
I•:spr3ction Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
Inspection:
Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out
Cas Line FINAL-
Post/Beam Strutt. San. Sewer
Framing -Bldg.
Poet/Beam Meth. Rain Drain
Insulation -Plumb.
wn+cr Lind Gyl,. Bd. -Hoch.
Timer _AM ---
Deter Roqueateds �—F—'
trait Rt
Builder:,..
THE FOLLOWING CORRECTIONS ARE REQUIRRDs LA�'t �L-
--- (p 212
0P
e-,7e
An-
Datet 2'"--
Inspectors
APPROVED _ DISAPPROVED APPROVED SUBJECT TO ABOVE
call For Reinsp.
CytS�— I NOTICE
City of Tigard Building Department
13125 SM Bell Blvd. Tigard, Oregon 9*1223
Inspection/Line (Rec-o,-PPh'one)s 639-,41175 Bueineee Phoner 639-4171
Inerectionr_ /
Footing Plbg. Underelab Hoch. Rough-in Appr./Sdwlk
P>urd. Plbg. Top Out Gas Line FINALS
Post/Beam Struct. San. Hewer Framing -Bldg.
Yost/Bean Meeh. Rain Drain Insulation -Plumb.
Plbg. inderfloor Water Line Gyp. Bd. -Nech.
Daum AeyuestedsTimet /ZAM /___PH
Address: I Permit is 'C
Builder:
THE MLLAM�vl CORRECTIONS ARE REQUIRRDs
Inspectors AfAl 1 nates / Z-
APPROVRD DISAPPROVED APPROVED SUBJECT TO ABOVE
Call For Retnap.
_...-.......�...-. -..-----�-••-..---."--•-r-•_.-...--•_-"7"'T'^' """�'y�'T. '.^T'a^-.+o-R^,,.-�+•-,.....".T'T-�f•---•iT•-•�-•..--•--•r+t.+--.-r-+....
ARPL.ICR TION - STREET IMPROV"-MENT/EXCAVATION COPY TO:
OR DI NAI ._ E NO. 74.14 (� (WHITEFILE
® (YELLOWW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET) ® (PINK)-OTHER AGENCY b1C7g
® (BLUE)-APPLICANT
APPROVED APPLICATION NO.: t. '
NOT APPROVED (, CI I Y OF IIGARD, OREGON FEE AMT. f q �40-84
PENDING FEF-. PMT. ❑ CI I1' IIALL RECEIPT NQ.: - •~ 4
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT BY -_. f�: _-- DArE
PENDING A ENCY ' OK" ❑ Application and Progress Rccord
MAINTENANCE BOND
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS RE(JUiRro
ANNUAL. J
PENDING VARIANCE ❑ EXPIRATION DATE
PERMIT NO.:
7 14+_ `l d:. DATE ISB
SUED: _ ra / �� ._ , Y.
_ — _
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND M 9Ti4ttl __�v�kYalC�CoL1Cr:�.ts'_ciris�w k-
__ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
Yorke & Cuttis, Inc. 10125 SW Beave1:tQn-H' 1 # 646-2123
APPLICANT ____ ,�, 9dd1O UR y7.Q5�____-.-___� _
NAM ADDRESS CITY PHONE
CONTRACTOR - — Sam — _
---NAME— ADDRESS CIyv PHONE�
PLANS BY -- per City Standards & Specifications__ _ _
NAME ADDRESS CITY PHONE
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 3,521.00
DOLLARS
I2) EXCAVATION DATA: FOR OFFICE USE; -- —cMiN.
0.04 x f
STREET DESCRIPTION PROGRESS & INSPECTION STATUS
SURFACE CUT FCUT CUT MATERIAL INSTALLED
NAME _ TYPE LENGTH WIDTH DEPTH ITEM 6 QUANTITY ITEM DATE REMARKS/TYPE BY
�- STREET
PEN _
Shady Lane ';}c:e a tache 1 R srPo -'� yS hill �„'l-
E
Q
U �-
E
ESTIMATED STREET OPENING DATE:--_ _ 1 — S
ESTIMATED STREET CLOSING DATE: / E _
D
STREET
(3) SECURITY NO. �_. SECURITY AMT: S _ ,52 QQ . CLONED
SURETY CO.: — _ _ FINAL �f- `0� 4
CHECK CASH 0 40N6 r INSPEC,
(4) PLOT PLAN. INDICATE 11TE PERTINENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS:
FEATURES; EXCAVATION LOCATION AND EXTENT. I. NOtif 1113 `CLOC Carl View
tb39-4171) 24 i
hrs. before starting
1 I SITE: 9735 SW b Y �,AN f tjr k_
2. All work shall conform to City
work area.� s a s spec i i ca ons.MM
F I -
4. Traffic & Pedestrian control must
r'
-4— SHADY LANE ------ — , — _ 23L'.".
5, •►^Os i nrn mn trc>,I HU D41* lie Exnvj.dgd
I for by contractor.
The roe ay shall not be c Deed tU
through ttaffic, cm t-aDebris shall be LeVOOVed & disposed
rn
manner.
(5) NOTE THF CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS 1'0 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 0Lt. PERTINENT 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 ��� DATE J
CITY OF rlC.;ARD RFICEUIPT OF PAYMENT RECUP,r No.. 92-- --'314 l'5
CHECK AMOUNT a 3661. 84
YORKE 8 CURTIS CASH AMOUNT a IZI. 00
aDDRE li 5W SEPLIFIRTON HWY PAYMENT DATE W)/09/9i2
8(7:AVrRTOI',J, OR SUBDiVISTON
PURPOSE OF PAYMENT AMOUNT PAID PLJPPOqE OF PAYMENT AMOUNT VIVIlD
141121. 84 CUSTOMER DFPD TSPA' 00
.1-urm.. AMOUN'r v,oll')
366 1. 84
RALLOW HILLS BRANCH 24,L2 12,
UNITED GTA illil NATIONAL BANK 1230 1327
O
p L 0
-A & culals R DIPM S.W.E3emvart',l,HWY, OF OREGON-Futtland,Oregon
0r,v,,pc)n 87CM
"II
E N E R A L C 0 N T R A 15031 FI 1B-2123
d
041
r Jo x
e q 0E.5�jl5 (ldl 5IXrr
�a�
DATF CHECt NO. AMOUNT
73i�(o gq
F-
YORKE CIATIS,INC.
PAY 10PP
TO THE
19 G 3 2
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t7;OJi92 ltl'21 V50J 084 72PT 1'Y of rlGARD ii0UUI.'002
CIIY OF TIGARO
STREET OPENING PFRMIT
APPLIATION
DATE
APPLIANT'S NAME �G2K-E �l )� � � w C.
ADDnFSS %I_�� 5(11 rl�F 1, � (rJt at
• CON TRACTOR'S NAME o/-I•q, 4 C_c R.t•( S �LY�z...._ ... _.
ADORF$S _t C)I'_ZS S1� ��n( ��ICt.SDc - (�<<��
LIP
PHONE:
• PLANS BY --
ADDRESS
_.. _.. ZIP._ _ ...
PNONL
• OFSCRIPTION OF WOnK PROPOSE(? TO nf-- DONE:
f=
• FSTIMA I LD VAI OF OF WORK (within public right•of-way) S J,
• WORK LOCATION/SITE ADDRESS- y >C-I _ . _! �__ Sf>'�py _ `-��✓� _ __
• IS THIS WORK,RELATED TO A LAND-USF ACTION? IF SO SPFCIFY (MLP, SDR. ETC.) NO.
J
• IS 71 IIS RFIATFQ TO A Rl III DING PFRMIT7 IF SO. SPECIFY (BLDG. PFHMIT) No. _ _
axu�rtmw.rcwwr��avw.,e,. .:..,..,,..,...............:............�...........w..,-.-.,a......... ,..............,. ._•.........._. ..... _........,.......,..,..
u9,'u3:92 1u'a1 V-ID3 ono 728? (-ITT OF T1f-�AKD IQJ092!002
S1tF.'C�li;
rAfJ
-, 'mm Lor
61A riL,
SIJ ��AD
SVP
'n' � ���' nN 8 Z6'0
RECEIVED PLANNING
;F ,q 1y9�
YORKE & CURTIS
6, ,NFRi IL c.- )NTRnC C�)KS _
11I12itiWRla%enon11111•.1,41.Iiq;h%ay Rer.eAon,(Nmon97gn5
QG� [flog
GATE:
�
TO: _...x-!..� �_�.F rc�f'r� --- - -- FAX NO fri'_�A 7611
NUMBER OF PAGES (Including this cover page)
Pages Oars _._ Item
ly
_ Please call us 0 you had any problems in receiving this transmission or 1t there are Patjes
missing: Telephone Number (503) 646-2123 FAX Numtx?r (503) 641-5531
20' d Z00, 01`4 £b: 8 Z6` b d-S SI eD 2 3:'Kd