12790 SW MARIE COURT FILE NO. 462-91
MARIE COURT - 12790 STR. OPN. PERMIT �
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ENGINEERING PERMIT
PERMIT #. . . . . . . : ENG91-0075 DATE ISSUED: 12/30,/91 By:
PRIM. PERMIT #. : ENG91-0075
SITE ADDRESS. . . : 12790 SW MARIE CT PARCEL: 2S104AD-00900
SUBDIVISION. . . . : BELLWOOD ZONING: R-4 .5
BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :6
-------------------------------------------------------------------------------
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 REMOVE AND REPLACE AN EXISTING, DEFECTIVE, CONCRETE
SIDEWALK.
Permittee:
---------------- FEES --------•------
FRANK & LINDA TEMPLETON type amount by date recpt
12790 S.W. MARIE CT. OPEN $ 20.40 CRD 12/30/91 221305
TIGARD OR 97223
Phone #:
Engineer:
ENGINEER NOT ON FILE
$ 20.40 TOTAL
Phone #:
------- REQUIRED INSPECTIONS • ------
Permittee/Agent Signature: ---STORM SEWER-- -----STREET-----
M.H. & C.B. CRA LINE & GRADE
PIPE LN & GRD SUBGRADE
BCK}""LL & 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 2.3397 M.H. & C.O. MONUMENTATlON
Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING
Phone #: 639-4171 BCKFLL & CMPCT WkLK/APRON/RAMP
FOR INSPECTION, CONTACT: AIR & TV TEST ----GRADING-----
Cart Vieweg #639•-4171 (office) --REPR' S/ADJ,S-- CONTOURS
#780-2647 (mobile) DRAINAGE
----PATHWAYS---- EROSION CNTL.
APPLICATION - STREET IMPRO VIENT/EXCAVATION COPY TO:
ILE
ORDINA 'E NO 74-14
(WHITE)• -IN
(YELLOW)•INSP.
(IN13TRUCTIONS ON SLPARATE SHEET) (PINK)•OTHER AGENCY
(BLUE)-APPLICANT
APPROVED SCJ APPLICATION NO.: —.2Sc—L
NOT APPROVED ❑ CITY OF TIGARD, OREGON FEL AMT, f 30.60
PENDING FEE, PMT, ❑ CITY Y HALL RECEIPT NO.: _ 11 " 'ZL"05
PENDING SECURITY ❑ PUBLIC WORKS DEPARTMENT 13Y 0_ DATE 17. /3L_/ c11l
PENDING AGENCY "GK" ❑ Application and Progress Record MAINTENANCE BOND S
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED
ANNUAL
PENDING VARIANCE ❑ EXPIRATION DATE: ...t__
PERMIT NO.: DATE_ DATE ISSUED: _L� I �1��1BY: __ ,z..-�
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL _CON(;RETE-SIDEWALK AND_DRIVEWAY
APRON AND(REMOVE EXISTING�S DESCRIBED HEREIN, IN FULL. ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT FRANK & LINDA L. TEMPLETON 12790 SW MARIE CT., T_IGARD,. OR 97223 684-7858
NAME �iY- ADDRESS C1�- I'H-ONU
CONTRACTORL. & H. CONCRETE 9065 SW RIVER ROAD, HILLSBORO, OR 642-2215
7%14yr,_—._—._ ADDRESS _ _CITY
.M"_--------_PHONE
..
PLANS BY CITY OF TIGARD STANDARD SPECIFICATIONS
_.--NAME -- _�_ ADDRESS tv--.
ESTIMATED IMPROVEMENT TOTAL. VALUATION ( COST): _76;00
nOLLARS
12) EXCAVATION DATA: FOR OF FIr�4I„IS�,;r,�/ 3 MIS.
004 X S
STREET DZSCRIPTION PROGRESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE By
TYPE LENGTH WIDTH DEPTH ITEM Q QUANTITY _
STREET
OPENED
CC.. Z�
MARIE CT. 9.0* . 51- 711 CONCRETE6TII014
Q
u _
ESTIMATCD STREET OPENING DATE
ESTIMATED STREET CLOSING DATE. ___ I / E
(3) SECURITY NO. - SECURITY AMT.: E 7" ,iiY) CLOSE
SURETY CO.: _S:a__.�{.i cac�cr Qc neC ' 07 FINAL Q_ ,I
CERTIFIEDCHECK ,.i CASH ❑ •OND INSPEC• )- " �Z L
-_ _ 4-.--..--_-
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS:
FEATURES: EXCAVATION LOCATION AND EXTENT. 1. Notice City Inspector Carl
Vieweg (639-4171) 24hrs. prior to
starting wor .
I I 1
I 2. ORS 757.541-.571 applies (re:
prelocat on of underground
I
S.W. MARIE COURT -
r--- - 1 — ---� --.- 3. All work shall be in accordance
I c°g -
I � w City ars �ccfcatior
xxxx��-x�tXRx;�xX�xxxxxxxxxx -- -- — .d�
I 4. e r s s TIberemoved from
I LL work area :___ -
ITE: 12790 S.W. MARIE U Tt
I I
(S) 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 PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHI AY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE. �� DAT[ / L }�•� �/
i
APPLICATION STREET IMPROV'-HENT/EXCAVATION COPY TO:
ORDINAI.,E NO. '14-14 (WHITEFILE
(YELLOWW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY
R (BLUE)-APPLICANT
APPROVED 1N APPLICATION NO.: S0`7
NOT APPROVED ❑ CI fY OF I IGARU, ORLGON FEE AMT.. $ .__ 30.60
PENDING FEE PMT. ❑ CITY Y IIALL RECEIPT NO.:
PENDING SECURITY ❑ PUBLIC WORKSDEPARTM17AIT BY E'_L�__. DATE 131.2/ JI
— w ` —
PENDING AGENCY "OK'' E] Application and Progress It...Ofd
MAIN rF.NANCE BOND M.
PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/'cXCAVATION As RFQUI RED r., —~—
ANNUAL U
PENDING VARIANCE ❑ EXPIRATION DATE.
PERMIT NO.: 52_ -_y_I DATE ISSUED: _f _ �!w='L_��1�— BY:
(1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ 4CRETL SiDF'ragr uTAnrn DRIVEWAY
APRON AND(REMOVE EXISTING; S DESCRIBED HEREIN, IN FULL ACCORL PNCE WITH CITY REQUIREMENTS.
APPLICANT FRANK & LINDA L. T MPLETON 12790 SW MARIE Cr., TIGARD, OR 97223 684-_7858
NAME ADDRESS CIT PHONE
CONTRACTOR Le & H. CONCRETE; 9065 SW RIVER ROAD, HILLSBORO, OR _ _ 642-2_215
WKIWI �. ADDRESS ----CITY u �� PHONE
PLANS BY CITY OF TIGAPD STANDARD SPECIFICATIONS
NAME ADDRESS CI'v— PHONE
I_STIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 765:66 5/D,I�J
DOLLARS
FOR OFFI S CMIN.
(2) EXCAVATION DATA: 0.04 x S ' —=f '
STREET DESCRIPTION PROGRESS_& INSPECTION STATUS
NAME SURFACE CUT I CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY
TYPE LENGTH WIDTH DEPTH ITEM a! QUANTITY
-- — --- SPRNETD /1-3�J�1( � tt�
I'IARIE Cr. 10 .51 7" CONCR9.rE INSP /�_
-- E TION &VIJ� .C" c c(!�4 tll" t
Q
�._ U —
ESTIMATED STREET OPENING DATE:___. / / E
S
ESTIMATED STREET CLOSING DATE: / / E _
-- _ --_--_- -- _— --' — D
( j) SECURITY NO. —_ STREE i
CLOSE:) _
SURETY CO.: _',.�_L�Lc-_�r7r ISo�. # 64"-(y ' � _ FINAL
CERTIFIEOCHECK n CASH ❑ BOND'A INSPEC. ')2-
(4)
2(4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS:
FEATURES: EXCAVATION LOCATION ANU EXTENT. 1. Notify City L_nspector Carl
Al 0 Vieweg (639--4171) 24hrs. prior to
I I ►-- 1 � I
starting wor .
1 I I ^CARS 757.54t-.57I applies re:
prelcx-at on of undergroun7
I Cl
-__
S.W. MARIE r 'r -_-_-_ -- .Ar work shall -, accordance
mctcy v & ,.,pec a t i
47. 0e r s stian re relnov—ecrtrain —
I -K�work arw> dtmxmrvd "f brup-dtat .
rnl I
4tsty.
TE: 12790 S.W. MARIE IR
(5) NOTE THL 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.
I
THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND
CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, 0ND TO SAVE HARMLESS THE CITY AND
i EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS,
I
DATE
PPPUCANTS SIGNATURE:
C.I TY (IF WARD WCEIPIT CW PAYMENT Rcc(,.:'ip,r NO. :9 1
CHECK AMOUNT k2 t0. 40
NOME TEMPUCTON, I-INDA GAGIA AMOUNT 9 0. 00
ADVPEI.51 xIK-`790 S. W. MARIE COURT PA'Y'IIF-.NT VATF 12/30/rl ,
T 1(3 A C�1), (1r4 I V I S I ON
PIJRPLJ4--pL OF' V'AYMENT OM01 IN f Pfl I D 1--11_1IPPO8F--* (If- AM(AJNT PAlV
PUBLIC IMPIK)V 1 20 40
TnTAI.. 4MO:,1N'f PAID 40
24-212M2
LINDA L. TEMPLETON BRANCH I30 N 1436
FRANK A. TEMPLETON, SR.
12790 SW MARIE COURT 684-7858
TIGARD,CMEGON 97223
191
—A
ay to the
Order of
6N
Dollars
U.S.
/ .`�.T,,/(((
UNITED STATES NATIONAL DANK OF O"WGON
For
i: L 2 3000 2 201: 11,6 0809 ?9911'' 36
LA PANORWA
i
APPLICATION - STREET IMPRO'" HENT/EXCAVATION COPY TO:
ORD INA _E NO. 74-14 �ZIZyIAI wIIITE)•FILE
( ELLOW)-INSP.
(INSTRUCTIONS ON SEPARATE SHEET) �� ( INK)-OTHER AGENCY
BLUE)-APPLICANT
APPROVED ❑ R I� I APPLIC I N NO.:
NOT APPROVED ❑ GI'1'ti' OP IIGARD, OREGON FLL AMT. f
PENDING FEE. PMT. ❑ CFFY HALL. RECEIPT NO.
PENDING SECURITY [] PUBLIC WORKS DEPARTMENT BY DATE
PENDING AGENCY ''OK" ❑ Application and Progress Record MAINTENANCE BOND
PENDING INFORMATION ❑ FOR STREET IMPROVEMENVEXCAVATION A% RUUUI RUE]
ANNUA I_
PENDING VARIANCE C] EXPIRATION DATE.
PERMIT NO.: DATE ISSUED / / BY
(1) APPLICATION IS HEREBY MAGE TO EXCAVATE FOR AND INSTALL
AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS.
APPLICANT '�. K h- 1� 157►_1> r�. lllf�1 !1
�x iii c qA�o o E ----- r_I T�- 1��~�
CONTRACTOR_k AMF'"t�__ ,�onR`s S Lu/3t ✓�� clnot 1±��y -- -'-P�io
PLANS BY - --NAME �-fr J' ,r __ ADDRESS DRESSle — -- --iiib�,g---
ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): : �-
OOLI_ARS
�----+--,-�r---�.:.:
(2) EXCAVATION DATA OR C)0-.'F'
USE: MIN:
0 'kf = f_
STREET _ DESCRIPTION - PROORESS & INSPECTION STATUS
NAME SURFACE CUT CUT CUT MATERIAL INSTALLS ITEM DATE REMARKS/TYPE By
TYPE LENGTH WIDTH DEPTH ITEM & QUANTIT
-�----� — S' REE T
INSP C-
r TION
Q
--- 11
ESTIMATED STREET OPENING DATE:.__ �—.� � S
ESTIMATED STREET CLOSING DATE: L / E.
STREET
(3) SECURITY NO. _ .__ SECURITY AMT: E _. _______. CLOSED
SURETY CO. _ _ INAL
__._ .__-
CE_RTIFI�ED CHECK CASH f] .PnNh SPEC•
(4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL"- SF IAL PROVISIONS/CONDITIONS:
FEATURES: EXCAVATION LOCATION AND EXTENT. t S/
_L
1 1 J
W a I t��T
(5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSIOU TO APPLICANTS 1'0 CONDUC- 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 WORIC, AND TO SAVE HARMLESS THE CITY AND
EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS.
APPLICANTS SIGNATURE DATE
WASHINGTON COUNTY ORFGON
SCALE I" = 1001
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VISA, .NUT
S. W T- Co Rd No 934 °
0
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11-I 99
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I 3700
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05Ac ` 120 .
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R/W
75' MIN ----"�.
CURBOINTSEE NOTE 5
ROAD r
2° OF 3/4'x-0
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO CURB
R/W
5MIN6, -
i
I
,.-- 2
ROAD
SEE NOTE 5
2" OF 3/4"-0
COMPACTED SUBGNADE
SIDEWALK AWAY FROM CURB
NOTES ,
I CONCRETE SHALL BE 3000 PSI AT 28 DAYS , 6 SACK MIX , SLUMP RANGE
OF I V2" TO 3
2. PANELS TO BE 5 FEET LONG
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES
UTILITY VAULTS ,WHEELCHAIR RAMPS , B AT SPACI"IG NOT TO EXCEED 45 FT.
4. FOR SIDEWALKS ADJACENT TO THE CURB 9 POURED AT THE SAME TIME AS THE
CURB. THE JOINT RETWFEN THEM SHALL BE A TRO'N['LFD JOINT WITH A MIN 1/2"RADIUS.
5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE
CURB IS USED OR IF SIC'-.WALK IS INTENDED AS PORTION OF DRIVEWAY .
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES .
6. GRAIN 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.
,WASHINGTON COUNTY
DEPARTMENT OF LAND USE CONCRETE SIDEWALK
AND TRANSPORTATION
DATE CIVIL ENGINEER DRAWN APWA NO. WASH COUNTY NO.
NONE CS - 305
�o
30"
2� 0 MAX. 12' - 0" MIN.
DRIVEWAY R/W LINE
A —
w CONTRACTION JOINT 6'
OPTIONAL
cr SIDEWALK
LOCATION
8 SIDEWALK �-- EXPANSION JOINT B
i EXPANSION JOINT
CURB JOINT —
�S A 15
0 6'-0" MIN.X-O" MAX. 6'- 0" MIN. 0" MAX.
FACE OF CURB
SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB
PLAN
1-1/2" EXPOSURE
USE EXISTING EXPANSION
JOINT OR SAWCUT AND
ELEVATION E3—B
PLACE COLD JOINT.
SEE UNG. NO.. CS- 30b
STREET
6 ?"
COMPACTED SUOGRADEE 2" OF 3/4" MINUS
SECTION A-A
NOTES
I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 PS.I.
AFTER 28 DAYS , 6 SACK MIX
2. CURB JOIN SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2" RADIUS
ALONG BACK OF CURB.
3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL , EXTENDING ''ROM SUBGRADE TO FINISHED GRADE .
4, SEE DWG. NO. CS-300 AND NO. C3-305,
^WASHINGTON COUNTY
�'-�=EPARTI `IENTOFLAND USE RESIDENTIAL DRIVEWAY
AND TRANSPORTATION
DATE CIVIL E149INEER DRAWN APWA NO. WASK COUNTY NO.
1== •� -� AEA b84. - 200ON DW
Fotf OF CURD
WIDTH OF STREET DRAINAGE BLOCKOUT
I.D. PLASTIC PIPE
WITH COUPIINa
1/2" R
ROAD -10 .
r .
• I If M
' 2
MAX. iO
d
BASE COURSE •
o •�e
I
9' -
L FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE
CURB CS-300 SHALL BE USED.
CONCRETE TO HAVE A EIREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS
EXPANSION JOINTS .
A. TO BE PRO%'IDFD
1) AT EACH POINT OF TANGF.NC.Y OF THE CURB
2) AT EACH COLD JOINT .
3) AT EACH SIDI: OF INLET STRUCTURES.
4) AT EACH ENG OF DRIVEWAYS .
5) GT 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 MORF. THAN M FEET
B. THE DEPTH OF THE JOINT SHALL BE AT LEAST I I/, INCHES .
4. BASE ROCK -2°-0 OR 3/4°,0 , 95% COMPAQ ION. 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 EXISTPIG CURBS SHALL BE CORE DRILLED OR CURB
SAW CUT VERTICALLY 'B" EACH SIDE OF DRAIN 8 REPOURED TO FULL DEPTH OF CU.qB.
WASHINGTON COUNTY
,�-r`DEPARTMENT OE LAND USE CURB NON - MOUNTABLE
AND TRANSPORTATION FOR USE ON MEDIANS
DATE CIVIL ENGINEER DRAWN APWA NO.
WA9K COUNTY NO.
�, _ _Iz L'5 685 18 ( MOD.) CS- 301
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