14268 134th Avenue FILE NO. 452-91
-
134th AVENUE - 14268 STR. OPN PERMIT 1
111
40
APPLICATION - STREET IMPROV ENT/EXCAVATIONCOPY TO:
(WHITE)-FI -
ORDINAI' _E NO 74-14 (YELLOW)-INSP.
(PINK)-OTHER AGENCY bldg
% L !
•
ItNSTRUCTIONS ON SEPARATE SHEET) X (BLUE)-APPLICANT
APPROVED X API•I.IL ATION NO.. - 447
NOT APPROVED CITY OVIIGARD,OREGON ELL AMT.. $ 5600
PENDING FEE PMT.
CITY HALL RECEIPT Yl-ZIOSSS
PENDING SECURITY PUBLIC WORKS DEPARTMENT BY_ DATE
PENDING AGENCY "OK" Li Application and Progress Record MAINTENANCE SONO A-
IO / 45 191
FOR STREET IMPROVEMENT/EXCAVATION As AUIR[D
PENDING INFORMATION ❑ ANNUAL
PENDING VARIANCE 1 EXPIRATION ATE PERMIT NO _45: 'QLL.__- . DATE ISSUED: __1-IZ_i 8 / 9I— , BY: – –' --_....=..
(1)A PLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL __Concratl_Sidewalk and on
AS DESCRIBED HEREIN. IN FULL ACCORDANCE WITH CITY REQUIREMENTS
APPLICANT McAllister Const. Co. 1530 NW Hillcrest Corvallis OR 97330 644-3677
NAMF ADDAM 6t-Y PHONE
CONTRACTOR ` --�_�_- Craig :crib_ CITY
1 250-0572oN[
PLAS BY Per City Standards & Specifications cl�v
PHONE
- ----------------- ---------------
ESTIMATEDNTON ( COST : O -
_- ION' OFFIC[ USE MIN
(2) EXCAVATION DATA. 0.04 X 89.0 — . s 35-60-----
DESCRIPTION PROGRESS & INSPECTION STATUS
STREET -
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE SY
TYPE LENGTH WIDTH DEPTH ITEM • QUANTITY
STREET
OPU D
I1345th AVE
(See attached R R TION
E
Oki -
-- E
ESTIMATED STREET OPENING DATE: _ ____
1_-_ L__ . S
T_-
ESTIMATED STREET CLOSING DATE —L I ED
_
STREET
( i) SECURITY NO. -_ SECURITY AMT.: S . 890.00— CLostD
FINAL 4
SURETY CO et" - -- - INSPEC. I iJi 112,C.,C cwN
(4) PLOT PLAN'. INDICATE SITE PERTINENT PHYSICAL 'S SPECIAL PROVISIONS / CONDITIONS
FEATURES. EXCAVATION LOCATION AND EXTENT. NI1. Notify City Inspector Carl —
M Vieweg 0639-41711 24 hrs. prior
1 I work area — I 0/I z 4 to starting workI
I 1
1 1 SITE: 14268 I 2. ORS 757.541 - .571 aplies
- - I ; (re: Utility prelocation, etc. )
,,•A - L- — \ - - - - � - - - - - - - - ---_
3. Traffic contro)3uring
S.W. 134th AVE _ - construction to be provided for
? / - - _ by contractor.
s� . — — — , •
` 1 --
At4r '1
II
1 : 1 I _-.— -- --
I L 1 I I
--.,.+.,�..S..
(5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE
RIGHT OF WAY JURISDICTION IS TH1T 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 RESULT FROM APPLICANTS ACTIONS.
•
41.---.C' ) , e�
APPLICANTS SIGNATURE ��� DATE /1)/4 L // i
a
a - .
I
Ci' 3100
`o
3000 24 h 320r, __-- —
—'' 2900 \ 43 23 600.Ie AC,
19 i. 20 « 21 27. ° ti�j Ji$ ip9 9� i
G` 9,
o � I„• 3300
•
T I 59 .
is, ti'
Ie el 52 D;Jt 45 28 95 40 �� COW
26 - 29'2t —,�
° MOUNTAIN RIDGE C j
_ 1
0
�'° 'ti + 7D z. + ti°�� �o ''J.3500` e�? 700
>° a, 5000 ✓� 3400 i 99��
/an
en' ?o• 4900 2FS 1
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e, 43 o Z . Ni
" �y 2 I(7 ✓ -� J. W
1 2 N
1 Q
101 zl___ z d
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ICS °.(L
• 48075100 o ~\
- 29 \ " �
,...-74_,\
• 41 `��." e
N ( I1 ,o:''`'' 9i 3800
to ✓� 5200 '�� as 3700 31 o
�� s 4700 °� 45 `�"' 30 V
` J
V O•
!N' ��1 w ?' , 40'17 6A/ 19,4 DOSS i12 37
041°-Y4\E� "e �Lo� :a: sol ._________I
°� 9E 2e 5300 .i a 'O
,• 2 .00 ,,, 17\ 5' ALPINE SI
• 80 4600 46 L-1 . l'. IE
`o \ — b litre.).
O . i_.i.--,-;-,, 80 59 800
�‘ 01 _,SQ L ,,� M 32
2aoo �- ,400 �� M o o I c; .o,lo,
S 7 0 4 7 ,,I Iles
4500
Ib INIT1A=PT. u o 4000
902e I= 38 los 21 N 33
2300 0 5500 ``` `� _•
n ` w• Ip.Jr 3 I In 31 — -
1 " T4400 0 . 4F �° 4100
1
8 2 a
90 Do `' 34 01
1 37
2200 - ' • P
ey�� o
1 C
r, °j i O
"' • 4200 0
o a 36
/ 2100e, e ,a
,•e O �.' ,C� sn'
a.
1st•
R1 '
1 °„' 200(1 �' ei V�h % ID:� --V-
121.44 r---r----It.\+, 3 1900 t:r, �6 �s 1 1700
y \ \ ° 04:1):°:15°'
e do a 9e AC 1600 1400
� 2 '' �a
SIV ` • ' 1800•
3� 86
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IN
V IMN NICS 10
P4
\-. ' '
R/W
-5 MIN
CURB JOINT SEE NOTE 5
2
R•A. .
X11=
2" OF 3/4 -c
COMPA,-.TED SJOGRADE
SIDEWALK ADJACENT TO CURB
R/W
- 3' MIN - 64
f- 2 %
ROAD . • • 4 r---
III =
LSEE NOTE S
2" `F 3/4%0 ----
COMPACTED
COMPACTED SUBGRADE
SIDEWALK AWAY FROM CURB
NOTES
CONCRETE SHALL BE 3000 PSI AT 28 OAS , 6 SACK MIX , SLUMP RANGE
OF I I/2" TO 3"
2 PrNELS TO BE 5 FEET LONG
3 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES ,
UTILITY VAULTS ,WHEELCHAIR RAMPS , B AT SPACING NOT TO EXCEED 45 FT
4 FOR SIDEWALKS ADJACENT TO THE CURB B POURED AT THE SAME TIME AS THE
CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITS MIN 72"RADIUS
5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION ;F 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
a%WASHINGTON COUNTY
DEPARTMENT
TRANSPORTATION OF LAND IJS
CONCRETE SIDEWALK
DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO.
IL?JUF tw•A► /44,404.-- AE466'4 NONE CS - 305
30` 41=111
} ''1 ' 0" MAX. 12' - 0" MIN.
I DRIVEWAY �- R/w LINE
u --CONTRACTION JOINT 1f16
OPTNAL
SIDEWALK
cc
_ LOCATION
8 SIDEWALK EXPANSION JOINT
EXPANSION JOINT
CURB JOINT —�
MIENA
IS IS'
3' - 0" 6'-0" MIN. -0' MAX. 6' • 0" MIN. 0" MAX 3' -0"
/ FACE OF CURB
SIDEWALK ADJACENT TO CURS SIDEWALK AWAY FROM CURB
PLAN
--1-I/2" EXPOSURE
USE EXISTING EXPANSION
ELEVATION B_8 JOINT OR SAWCUT ANO
PLACE COLO JOINT
SEE OWO NO. CS-306
STREETI
COMPACTED SUBGRAD€ - 2" OF 3/4" MINUS
SECTION A-A
NOTE S
I CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS I
AFTER 28 OATS , 6 SACK MIX.
2 CURS JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS
ALONG SACK OF CURS.
3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL , EXTENDING FROM SUBORADE TO FINISHED GRADE
4, SEE O . NO. CS- 300 AND NO CS—305.
•
WASHINGTON COUNTY
DEPARTMENT LARESIDENTIAL. DRIVEWAY
AND TRANSPORTATION ON USE
DAT! CIVIL EN9INEER OW:WM APWA NO. WAS( COUNTY NO.
/1/1.,40 2/4--- �-- -- AEA •.Irs NONE DW- 200
1
r
1
3
I rr
30 MIN BETWEEN CURB I I
//-- CUTS ON SAME PROPERTY I
! _..
JOINT ACCESS7---
(AGREEMENT) I
R W (/ LC. . - I I I
_� �_
CURB— —
� - � I - - - - - � ( - - I — I - - - - -
CURB
R/W — - - - — — — - - - - - - —1�M1". \E PROPER
MIN BETWEEN ADJACENT I 30' MIN. BETWEEN
• PROPERTY LINE & ACCESSI INTERSECTING STREET
R/W a PROPERTY
ACCESS 1
ALL CURB CUTS TO BE MEASURED
FROM TOP OF CURB TO TOP OF CURB.
SCALE: /"c so' CITY OF TIGARD DRAWN •Y `.S-N.
.. DATE /2- 215-7/ STANDARDS APRVD •T 'W-/
DRIVEWAY CURB - CUT LOCATION
- RCV
DRAWING NO
7/ - A- 2I2
F..1.0 OF CURB
WIDTH OF STREET DRAINAGE BLOCKOUT
3" I.D. PLASTIC PIPE
WITH COUPLING
I" R 6" /— I/2" R
- -•-- •—`
•
ROAD 1D •
T—
4 •
Il•
MAX. iO
A
• •
• •
BASE COURSE
.o• tee•.
9"
I. FOR DESIGN SPEEDS GREATER THAN 40 wog THE EMERGENCY MCUNTABLE
CURB CS-300 SHALL BE USED
2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS
EXPANSION JOINTS
A TO BE PROVIDED
1) AT EACH POINT Of TANGENCY OF THE CURB
2) AT EACH COLD JOINT ,
3) AT EACH SIDE OF INLET STRUCTURE.
4) A' 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 III/2INCHES
4 BASE ROCK -2"-0 OR 3/4'-0 , 95 % COMFACTION. BASE ROCK SHALL BE TO
SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH WHICHEVER IS GREATER
5 '_DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE
A. I.D. PLASTIC PIPE WITH COUPLING.
B. DRAINAGE ACCESS THROUGH Ex1STn'3 CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY IS' EACH ;ITE IF D`'MIN S REPOURED TO FULL DEPTH OF CURB.
WASHINGTON COUNTY CURB NON - MOUNTABLE
DEPARTMENT OF LAND UFE FOR USE ON MEDIANS
v AND TRANSPORTATION
ATION
DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COIIN'7/ NO.
/J/7/84 ..,,. = XL, k•es 18 ( MOD.) CS - 301
•
( - 92 -
.DEFINE:entrct-case->eng definition incorrect
ENGINEERING PERMIT
PERMIT 0 • ENG91-0061 DATE ISSUED: 10/08/91 By:
PPM. PERMIT 0 . : ENG91-0061
SITE ADDRESS. . . : 14268 SW 134TH DR PARCEL: 2S109AB-04600
SUBDIVISION • THREE MOUNTAIN ESTATES ZONING: R-7
BLOCK LOT •39
PERMIT TYPE. . : SOP IMPROVEMENTS : QUANT RATE VALUE
AGREEMENT DATE: / / GRAD/EROS
ASSURANCE EXPIRATION--- STREET
PERFORMANCE: / / SAN SEW
MAINTENANCE: / / STM SEW
UTILITIES
ALL OTHER
TOTAL $
Remarks: STREET OPENING, TO INSTALL A CONCRETE DRIVEWAY APPROACH AND SIDEWALK.
Permittee: FEES
MCALLISTER CONSTRUCTION CO. type amount by date recpt
1530 N.W. HILLCREST OPEN $ 35.60 JSH 10/08/91 218355
CORVALLTS OR 97330
Phone 0: (503) 644-3677
Engineer:
ENGINEER NOT ON FILE
$ 35.60 TOTAL
Phone 0 :
REQUIRED INSPECTIONS
Permittee/Agent Signature: ---STORM SEWER-- -----STREET
M.H. & C.B. CRA LINE & GRADE
PIPE LN & GRD SUBGRADE
BCKFLL & CMPCT BASE ROCK
AIR 6 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.O. MONUMENTATION
Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING
Phone 0: 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP
AIR & TV TEST
FOR INSPECTION, CONTACT: ----GRADINGCarl Vieweg 0639-4171 (office) --REPR'S/ADJ,S-- CONTOURS
0780-2647 (mobile) DRAINAGE
----PATHWAYS---- EROSION CNTL.
11(6
CITY OF TIGARD
FXPENDTI[RE c• o. aj, ki
'"•Lis, form is a multi-use form. Appropriate receipts must be attached. Documentation
important for all purposes. Staple documentation to form.
VENDOR NO. : DATE: / ra. dot 1992-
PAYABLE
99Z.PAYABLE TO: CA1lsrer ermsi ctta►nlrsmp -PC. • De a. a' BY:
--- 0, IAC ISS _
ea-�crrk 1 Or•o p 9 7 4 7 5 * Approved requ due Wednesday
10:00 AM to A/P for checks by
Friday.
MISCELLANEOUS EXPENDI'I ES:
Date Description, Invoice No. , etc. Account No. Amount
REF-0ot • . • oT OSgclr]Mce !oh k to z000 $ S10.121-9-
,
DPeM,.t3 C 45L-51 1 �,
tec � 91-?18355 lolb/91 .
TOEAL $ E3cl 0 _
Mileage $0.255
iwmiimiommommomuimmimnmmimmmumommmimmmmsmmmmipmmmmmmmumnmmm
APPROPRIATION BALANCE: AS OF: SIGNATURE:
(Up to $25.00) Section Manager _ In.rh. Agent
($25.01-2,500.00) Division Manager _ _
(57,500.01-7,500.00) Dept. Head _
($7,500.01-15,000.00) City Administrator _____
($15,000.01- ?) Local OontraCt Review Board
,1501F
"."""-..-'--"*"."------'"-----","""'"r"."---- "r-1".--,_-.•..-..-.-_.r...-r•'.--•-•'r.F.Y. 'w'm'^'""'^"P'.. •aw7Et1/Awr"r'••"• i .--. •-
APPLICATION STREET IMPRO' RENT/EXCAVATION COPY To:(WHITE)-FILE
ORDINAL.-E NO 74 14 (YELLOW)•IINSP.
(PINK)•OTHER AGENCY bldg
(INSTRUCTIONS ON SEPARATE SHEET) (SLUE)-APPLICANT
APPROVED ® APPLICATION NO.: �-I--f---------
NOT APPROVED ❑ CITY OF TIGARU, OREGON FEE AMT. S Q';5-6O -
1- zprn.s-
PENDING FEE PMT. ❑
PENDING SECURITY 0 PUBLIC WORKS DEPARTMENT BY- -CITY HALL 0ATE_� —�
PENDING AGENCY "OK" 0 API'luation and Progress Record MAINTENANCE SONO r i
FOR STREET IMPROVEMENT/EXCAVATION A4 REOUIREL
PENDING INFORMATION ❑ ANNUAL
EXPIRATIO •ATF.. am —
PENDING VARIANCE i�
PERMIT NO _4S�.-1 I DATE ISSUED Imo. I-' 1.A BY . • -- "'
(1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL —SSiCi�rate_Sidewalk and :• oa -
AS DESCRIBED HEREIN, IN FULL ACCOR:)ANCE WIT►: CITY REQUIREMENTS
McAllister Co t. Co. 1530 NW Hillcre,t Corvallis CR 97330_ 644-3677
NAME --Pi--4 onll —
APPLICANT _-_ ADDRESS - CIfV - i-
CONTRACTOR -_ SAME --- Craig Harris -clmobile 1 _25¢05 ��-----
NAid�- A8 Rri[
PLANS BY Per City_Standards 6 6.pecifications `ItV ---- - --
N��- ADDRESS ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 890.00
DOLLARS
�mrFOR OFFICE MIN
(2) EXLAVATION DATA 004 X s 890.00 . f _35.61
STREET
DESCRIPTION PROGRESS & INSPECTION STATUS
--^
rvAME -URFACF CUT CUTDTHDEPTH CIT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIITEM d QUANTITY STREET
1345th AIM (,;era attached R'+T�� _ -
EQ
, U .-
E
ESTIMATED STREET OPENING DATE _ _L_- - _i_
S - --
T --
ESTIMATEDSTREETCLOSINGDATE --_-L_ L__ E
_ r D
STREET
(3) SECURITY NO. SECURITY AMT.: $ 8�' CLOSE
SURETY CO - NSRILC. 14-17-YZ( O✓ •
gpR7g1A■c►ItcK CASK o MORD -./ al JJ
(4) PLOT PLAN INDICATE ,ITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CO DITIGNS-
FEATURES, EXCAVATION LOCATION A,JU l I . Notify City Inspector Carl
Li Viewsg (0639-4171) 24 hrs. pri•
1
I work area •-7 4
I ‘1, I T 44. to starting work
I 1 SFE: 1 I �� , 1. Q.s 757.541 - .571 aplies
.4.,, I r -- (re: Utility prelocation, etc. )
IRe - -� =- - - - _ - _ .' _ _ _ 3. affic controliuring
IN. L34th AYE__ -- J ----- construction to be provided for
de by contractor.
,,•. .....
\ , ( -
1 1 1
I I I _
I
I 1 I I
(S) N•
OTE 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 STAT• OF OREGON
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT L AWS 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 16 D.1TE if1
c
(•; 17. !` "r7 I- f' , ` 741-L.
f1-C., .M` r wry. i, _•-
riff. r.-;.;:sr-7. 7 ';r..i- - . f1:`.1.. I •
'..L.X .. l:rcJ C^Y'MENT DA , . ..41!081 _ -
AMOU :>A:D PURPOSE OF PAYMEN <'vir i.!
- .. . _,. 4,1-• c_-...V.; r _,.p .. . _... 14:.j
ZM- . y
- 9.25. 60
a ___—
345
MCALLISTER CON::T :TION COMPANY - P.C. „.it717+n
PNOW )644 :167/ waD4 Ix
p X 17SQ
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eeer�1rsM
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