14268 SW 133RD AVENUE PILE NO. 452-91
1.34th AVENUE - 14268 STR. OPN PERMIT
IF �,..,:xwiu;,sNac^.v`.diul�7Efiti ",..�;,;.u: ,::x.�. -!.i�<W 711lM.�..
APPLICATION - STREET IMPROV' ENT/EXCAVATION COPY TO:
I}d (WHITE)-FILE
ORDINAPs.E NO, 74-14 IA (YELLOW)-INSP.
2 (PINK)-OTHER AGENCY bldg
(INSTRUCTIONS ON SLPARATE SHEET) (S (BLUE)-APPLICANT
APPROVED x APPLICATION NO.: .._l1L—
NOT APPROVED (U CITY OF "1IGARD. OREGON FEL AMT.. S -45Anej •--
PENDING FEE. PMT. C-1 ' -' ,�S3SS
CITYl�' NALL RECEIPT" - Z
-
PENDING SECUn. 1 Y ❑ PUBLIC WORKS DEPARTMENT BY . DAT£ - �—
PENDING AGENCY "OK" ❑ I',,,.!i--ation and Progress Record MAINTENANCE BOND
PENDING INFORMATION FOR STREET IMPROVEMENT/EXCAVATION AS NEQUIREU
ANNUAL
PENDING VARIANCE ❑ F_XPIRATION
PERMIT NO.' __ Z'�`7 DATE ISSUED: ---l.C'_-I_ --
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Concrete. Sidewalk: and- Con-
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT V%Allister Const. Co. 1530 NW Hillcrest. Corvallis- OR 9733-0 - 644-3677CITY PHoNL
NAME ADDRESS
CONTRACTOR____ SAME —_-_- --. . _-- __-C ���_H� IS-. ]?1a.e # 250-0572
NAME ADDRESS PHONE
Per CStandards & S cifications
PLANS BY itNAME — ADDFF.SS
ESTIMATED IMPROVEMENT TOTAL VALUATION (COSI): E
DOLLARS
FOR
— --
- ---.•--=='�=_"-T" —.-_. _ - FOR OFFICE USE. . MIN
(2) EXCAVATION DATA: 0.04 X s_890-OG-_= s_35..60- - -
STREET
DESCRIPTION - PROGRESS & INSPECTION STATUS _
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
T%'PE LENGTH DEPTH iM AI QUANTITY
— -WIDTH- �.7REET
OPENED -- - -
I N SPEC-
13451•h AV (See attachedR E TION
-
Q
—• E
ESTIMATED STREET C•PENINC, DATE —�-- S --
T
ESTIMATED STREET CLOSING GATE. _�- --- LSTREETp
890.00 CLOSED
(3) SECURITY NO. _ -_- SECURITY AMT.: :
FINAL
SURETY CO.: — -- - --- -- FINAINSPL
L; 11c yr1 l,I
REC It CASH 0 BOND '
(4) PLOT PLAN: INc KATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS
FEATURES; EX(.AVATION LOCATION AND EXTENT. \�) 1_ Nctify City Inspector Carl
meg (#639-4171) _24hrs. prior
11 I work area '.� I 1 z to starting work
I ! +
gI 14268 ' 1 2. ORS 757.541 -_571_
_ _ - - - -� - - - --� (re: Ltili_ty prelocation, etc. )
CURB3. Traf f is controhuring __
�W --134th-AVE -____ — - constructicn to be provided for
- - - ---
./ b contractor.
i � I
(5) NOTE THE CITY OF`TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF-WAY JURISDICTION I- THAT OF WASHINGTOV 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 CONnUCT 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 _
13E 3100
� 60
' 3000 320f _
0 24 y
7b a �ti'
65 2900 25
2700 2800 23
W 11 00 j
2600 13.18 6AG.
;. 9'
20 21 22 P y�� �o� 109.94
I9 a
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2o9�O s� N 3300
Ib' �' v. r
31.76 43.28 N5.40 71.39 ryv��n 26
63 32 N 291 27
E s;0 ``
Q tih 40 -`
MOUNTAIN RIDG
.10 hO q, 44.17 J� vo
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4, 75
75.24-750.25
00 pjti' 5c' ?r,350 It 'a 340012 700
5n' ?o•4900 � 99 AC
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c 43 �
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w ✓ � IQp.60 � ooN J
," ✓\1 7
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41
44
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It
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4700 :+ 30
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�� 40 \ 10369✓ � � � 19.14 5p.59 292 D?
Jy.2A N - ,/ ✓ i 51.05 29: -
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3900 1 z.0 E <:.
LO to 32
2400 0.l Q 101.010 5400 M w ccs 10,1051
u 7 ::Jr 4500 a- 47 ° 116.97
5.1b INITIAL PT. o 40 4000
9o•21 a 38 los 21N 33 bl
2300 2�z.cs
w ° I04.79 5500 121 5_
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6 W 4400 0 48i 410037
`1
34
2200 0
1 < " °a „ 4300 678 140.37
0 5 'p 36 4200 m
35
ol" 2100�s tie e
t90�e� 50 151.71
tea O c e
I 4 2000 ?e ee.s,�`�C Si 15243. R 111.44 T- 121.53
>s a> 3 1900 �.�> ? 1 17 00 I 1
y \ \ , 0 36.06
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\ 2 1.07 SCC.
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6
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7 ..
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R/W
'}r--5' MIN.—
R8 JOINT SEE NOTE 5
—
20/o
I ,
ROAp
l
(COMPACTED
2'' OF 3/4"-0
SUBGI.AOE
SIDEWALK ADJACENT TO CURE
R/W
5 MIN S•
,
i
f_ 2 %
ROAp . . e
' SF.E NOTE 5
� I
2" OF 3,�4„_O i
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB
NOTES :
I. CONCRETE SHALL BE 3000 PSI. AT 28 DAYS , 6 SACK MIX , SLUMP RANGE
OF I I/'2" TO 3"
2. PANELS TO BE 5 FEET LONG
3, EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES ,
UTILITY VAULTS ,WHEELCHAIR RAMPS , Pl AT SPACING NOT TO EXCEED 45 FT
4 FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE
CURB, THE JOINT OETWEEN THEM SHALL BE i` TROWELED JOINT WITH A MIN 1/2--RADIUS
5. SIDEWALK SHAL'. HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB 13 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"DIA, PLASTIC
PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE.
COUNTY
OP,I*WASHINGTONDEPARTMENT OF LAND USE CONCRETE SIDEWALK
TRANSPORTATION
DAM E CIVIL ENGINEER DRAWN APWA NO. WASK COUNTY NO.
J'_�?1B,(! �• b-e� NONE CS - 305
3C)"
."2e- 0" MAX. 12 - C" MIN.
DRIVEWAY F2/W LINE
A
6'
w -CONTRACTION JOINT OPTIONAL
a SIDEWALK
R LOCATION
SIDEWALK EXPANSION JOINT B
EXPANSION JOINT
CURB JOINT �1
1
1
3 - 0
6'-0" MIN. �e-O" MAX. 6 • 0� MIN. �' - 0" MAX,
FACE OF CURB
SIDEWALK ADJACENT TO CUpB SIDEWALK AWAY FROM CURB
PLAN
I-1/2" EXPOSURE
USE EXISTING EXPANSION
JOINT OR SAWCUT AND
ELEVATION 13-B
PLACE COLD JOINT,
SEE DWG. NO. CS-306,
STREET -- —
COMPACTED SUBGRAX 2" OF 3/4" MINUS
SECTION A--A
NOTES
I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.1.
AFTER 28 DAYS , 6 SACK MIX.
2. CURB JOINT SHALL BE A TROWELED JCINT WITH A MINIMUM 1/2" RADIUS
ALONG BACK OF CURB.
3 EXPANSION JOINTS SHALL BE 1/2" PRFMCtnED ASPHALT IMPREGNATED
MATERIAL OR EQUAL , EXTENDING FROM wiBGRADE TO FINISHED GRADE .
4. SEE DWG. NO. CS-300 AND NO. CS-305.
WASHINGTON COUNTY
� -DEPARTMENT OF LAND USE RESIDENTIAL DRIVEWAY
.
I AND TRANSPORTATION
DATE CIVIL EN91HEER DRAWN APWA NO. WASH. COUN'wY Na
/T #L - -- AEA 6 65 NONE DW- 200
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I`^%:E OF CURB
WIDTH OF S'T'REET DRAINAGE BLOCKOUT
3" I.D. PLASTIC PIPE
WITH COUPLING
I" R � 6" I/2" R
--•— •—`
ROAD
2 -
MAX.
e
•
. .
BASE COURSE •
1• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY 140UNTABLE
CURB CS-300 SHALL BE USED.
2• CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS,
EXPANSION JOINTS .
A. ro BE PROVIDED
Q AT EACH POINT OF TANGENCY OF THE CURB .
;) A' EACH COLD JOINT .
3) AT EACH SIDE OF INLET STRUCTURES.
4) AT EACH END OF DRIVEWAYS .
3) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET
S. MATEP.IAL 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
P THE DEPTH OF THE JOINT SHALL BE AT LEAST 1%2 INCHES .
4. BASE ROCK - 2°-0 OR 3/4"-G , 98 % COMPACTION. BASE ROCK SHALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER
5. DRAINAGE SLOCKOUT - 3" DIA. PLASTIC PIPE
A. I.U. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 18' EACH SIDE OF DRAIN ® REPOURED TO FULL DEPTH OF CURB.
,WASHINGTON COUNTY CURB 14ON - MOUNTABLE
DEPARTMENT OF LAND USE
AND TRANSPORTATION FOR USE ON MEDIANS
v
DATE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NQ
-r/e� •••,, ►Q---- _ aL'5 685 IS ( MOD.) CS - 301
.DEFINE:entrct=case->eng definition incorrect
ENGINEERING PERMIT
PERMIT #. . . . . . . : ENG91.-0061 DATE ISSUED: 10/08/91. By:
PRIM. PERMIT #. : ENG91-0061
SITE ADDRESS. . . 14268 SW 134TH DR PARCEL: 2S109AB-04F00
SUBDIVISION. . . . : THREE MOUNTAIN ESTATES ZONING: R-7 I
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :39 +
---------------------------------------------•----------------------------------
PERMIT TYnE. . : SOP IMPROVEMENTS QUANT RATE VALUE
AGREEMENT. DATE: / / GRAD/EROS
ASSURANCE EXPIRATION--- STREET
PERFORMANCE: SAN 3EW
MAINTENANCE: / / STM SEW
UTILITIES
ALL OTHER
TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .$
Rerarks: STREET OPENING, TO INSTALL A CONCRETE DRIVEWAY APPROACH AND SIDEWALK.
Permittee: ----------------- FEES ----•-----------
MCALLISTER CONSTRUCTION CO. type amount. by date .�ecpt
1530 N.W. HILLCREST OPEN $ 35.60 JSH 10/08/91 218355
CORVALL'IS OR 97330 j
Phone #: (503) 644-3677
I
Engineer:
ENGINEER NOT ON FILE
$ 35.60 TOTAL
Phone #:
----- -- REQUIRED INSPECTIONS -------
Permittee/Agent Signature: ---STORM SEWER-- ------STREET-----
_ M.H. & C.B. CRB LINE & GRADE
PIPE LN & GRD SUBGRADE
BC'KFLL & CMPCT BASE ROCK
AIR & TV TEST LEVEL COURSE
City of Tigard, Oregon WEARING COURSE
13125 S.W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT
P .O. Box 23397 M.H. & C.Q. MONUMENTATION
Tigard, Oregon 9722.3 PIPE LN & GRD STREETLIGHTING
Phone #: 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP
AIR & 717 T 4T
FOR INSPECTION, CONTACT: ----GRADING-----
Carl Vieweg #639-4171 (office) --REPR' S/ADJ,S-- CONTOURS
#780-2647 (mobile) DRAINAGE
----PATHWAYS---- EROSION CNTL.
CrI'Z OF TI.C-J-.M
LXPM-DIaUPE IUTVEST
",iis form is a. miltd-use form. Pppropriate receipts mist be attached. DocLmientation
; important for all purposes. Staple docuw-,ntation to form. ,11
VI;IWR NO.: DATE: IIA
PAYABLE TO: RBQUESM BY:
y FI(
gM -70 -st due T- Approved r(xpic Wednesday
10:00 AM to A/P for checks by
.i-,riday.
NTSCELid1Nl7 s FxPaorl=s:
Date Description, Invoico No., etc. Account No. Amcunt
EFTO Ob I(D--Z-ZO, 6CI
V-CC i�,Vlk-k
101 6./Cy I
TO�'AL
MiJeage $0.255
APPMPRDMON NUANCE: All; OF: SI:GNA=:
(Up to $25-00) Section Manager Punch Agent
($25.01-2,500.00) Division Managar
($2,500.01-7,500.00) Dent. Head
($7,500.01-15,000.00) City AdministraUji-
('^15,000.01- ?) Lcx-al COrlL_LzCt r2j,
_view pojr-d
1501-r
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APPLICATION — STREET IMPROI /PENT/EXCAVATION COPY TO:
i (WHITE)-FILE i
ORDINAI,_E NO. 74-14 (YELLOW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET) ® (PINK) -OTHER AGENCY blcjl!
I_ (BLUE)-APPLICANT
q
APPROVED ® APPLICATION NO.: —477
NOT APPROVED [] CITY OF I IGARD, OKEGON FEC AMT.: :CITY HALL RECEIP
PENDING FEE. PMT. ❑ —
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT By--� DATE�h l L_ -._
PENDING AGENCY ''OK" Application and Progress Record MAINTENANCE BOND P ---
PENDING INFORMATION D FOR STREET IMPROVEMENT/EXCAVATION AS REQUIREU c
ANNUAL ❑
i
PENDING VARIANCE ❑ EXPIRATION ATE:
—
J
PERMIT NO.: - DATISSUED
- BY: ---+� _.a'
( 1) APPLICATION IS HEREBY MADE TO EXCAVATE FOP AND INSTALL
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT McAllister Const. Co. 1530 NW Hillcrest Corvallis OR 97330 6_94-3677
NAME ADDRESS CITY PHONE
CONTRACTOR SAME Crai_q_Harris_ ►rlobile0-
NAME ADDRESS CITY PRONE
PLANS BY_ Per City Standards Spec!ficatioito
-- NAME '— ADDRESS CIT PR—
ONE--ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 8CIO•00
DOLLARS
(2) EXCAVATION DATA: POR OFFICE usE
o.nn x s-- 34.QQ —= s 35.60
STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY
4� STREET
r _ OPENED
345th lair( (See atUiched INSPEC-
TION
Q
U
E
ESTIMATED STREET OPENING DATE: /
ESTIMATED STREET CLOSING DATE:
D �..
890.�� �- STI7EET
(3) SECURITY NO. SECURITY AMT.: E CLOSED
SURETY CO.: -_ FINAL
gmmxpxp rHECK a CASH O BOND INSPEC. 4 4
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL \ SPECIAL PROVISIONS/CONDI IONS:
FEATURES. EXCAVATION LOCATIC . :.NU EXTENT. {fie I.. Notify City Inspector Carl
Vieweg (#639-4171) 24 hrs. Tr4`.'
1 I work area ) ♦ 1 z�.
s�r>✓: to starting work
I ' ' p '
I I X08 - ( r _ ORS 757.541 - -.571 aplies
CURB 46 (re: Utility prelocation, etc. )
3. Traffic contro) turing
- ----- --
S.W. h Ay --- --- construction to be provided for
by contractor.
1 i 1 I
(5) NOTE THE CITY Or TIGARD DOCS NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE Or 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 RESULT FROM APPLICANTS ACTIONS
i
APPLICANTS SIGNATURE / I
� DATE
C T TY 0-- T I CARD RECEIPT U1= RECEIPT NO.
"'C' CONS"'.FUCT,'ON
BOX 759 PAYMENT DA-fE : '10/o8/•?1
L.'-•�,J'•''i,�.ii` Jif . ....,-.y . .
OF r,lYM:-NT ArlVJN*r PAID PURPOSE OF PAYMEN C
60
CUSTOMER ..D L'"O ,........
PERMIT 45c'_-4+1
"TP.. AMOUN r'AID r _. .-> 925. 60
345
MCALLISTER CONSTRUCTION COMPANY - P.C. 24-220230
PHONE(503)g44_-3677 fWANCH 710
PO BOX 1759
BEAVERTON. OREGON 97075 ��1 /ri- �9
0
AV 10 THE .., - DOLLARS
pRDER OF 0 -
U.S. owvwau�owwNON
w.o.Mo14+res C:lVAiu0.0"00'rrs"
U"ITIo■TArge MA7/oMAL HANK Of 014900" ' -.
FOR '42 _-'i.2��_ _�—M"� -
11110003t. 511" o: & 2300 0 2 20�: 2 20 0012 i 3 -