PFI2014-00064 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12014-00064
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/28/2014
Parcel: 2S102BD01600
Jurisdiction: Tigard
Site address: 9845 SW WALNUT PL
Subdivision: FREWING ORCHARD TRACTS Lot: I
Project: Tigard United Methodist Church
Project Description: Repair back entrance to church from Frewing street DRG.Attached
Owner: FEES
Description Date Amount
PHONE:
Contractor:
ROSE CITY CONCRETE REPAIR&CONSTRUCTION
3300 NW 185TH STE 183
PORTLAND, OR 97229
PHONE: 503-232-9702
FAX: 503-352-4768
Applicant:
OLAF HAUSTEDT
3300 NW 185TH#183
PORTLAND, OR 97229
PHONE: 619-990-2242
Total $0.00
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Permittee/Applicant
Signature:
Issued By: L'�"�✓'-�r ��
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12014-00064
Tyne: Condition Name: Status: Severity:
EXISTING DRIVEWAY —
MATCH WIDTH & GRADE
:]A
R/W LINE
6"
SEE NOTE 3
5'�MIN 2%- SEE NOTE 4
SIDEWALK
SEE
LANXAPE SEE NOTE 2 NOTE 3 LAN APE
R S
A
7 30' MAX 7
�l 10' MIN
PLAN
R/W
3/4"
PROJECTED TOP $„ OR\���
OF CURB 2�X
P veMff.�r 2 •
STREET — -00
III-III=i l �R/VF
0 0 0�0 , ° I-
°000° oo°° 4 •"°a ";:..•d"''or a°.owl SEE NOTE NO. 4
000 o 0 0 ,rill„� Il�iillli�llil III—iii—I
—III—III=1 11=1 I'
2”tvF AGGREGATE
SECTION A—A (3/4"-0") COMPACTED
NOTES:
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS.
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB.
3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.
OR •04-41 4T I G"
4. DEFORMED#3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS.
(FOR COMMERCIAL DIRVEWAY ONLY)
CITY OF 7'IGARD APPROVED BY: NO SCALE
oRl:coD AAICHAEarATY�STONE. P.E. COMMERCIAL GNM DWG. No.
� ENGINEERING DIVISION
PUBLIC WORKS DEPARTMENT
S.W.HALL BLVD.
TIG I
TIGARD,OREGON 97223 JANUARY 2013 DRIVEWAY 1
VOICE:(503)639-4171
FAX: (503)684-7297 APPROVAL GATE
Zen Dutson
Subject: Pending PFI for 9845 Walnut PI [Methodist Church]
Attachments: Zen Dutson.vcf
Olaf Haustedt will be coming in to take out a PFI to replace a driveway.
Here are some details that apply.
Width =24'with 7'sidewalk transitions on each side.
Use the attached City Dwg no. 143
We can have an inspector meet on site in advance.
The driveway should be lowered to slope 2%;the existing hump will be reduced.
Have base rock compacted & &forms inplace for 8"thick concrete.
Call 503-718-2472 for forms inspection
n
EXISTING DRIVEWAY —
MATCH WIDTH & GRADE
:7]A
R/W LINE
6" SEE NOTE 3
5' MIN 27 SEE NOTE 4
i SIDEWALK
1
SEE
LANXR
PE SEE NOTE 2 S
NOTE 3 LAN APE
A
7 30' MAX 7
10' MIN
PLAN /
RAW
8» �P
3/4" PROJECTED TOP
OF CURB 2% MAX
JEX f +
FAvealArArr
STREET ' ' • D�
.. • a
0 0 0 I-
0
°00°00°°�°r.ee.e o... d;.o���e:::;�Il=r SEE NOTE NO. 4
oo o 0 o o LiI I Ml li I III—'jl I'I
2" AGGREGATE
SECTION A-A (3/4"-0") COMPACTED
NOTES:
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS.
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB.
3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.
OR ofi-4 4-.- 1G
4. DEFORMED#3 REBAR AT 12, EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS.
(FOR COMMERCIAL DIRVEWAY ONLY)
CITY OF TIGARD APPROVED BY, NO SCALE
OREGON MICHAEL A. STONE. P.E.
ENGINEERING DIVISION COMMERCIAL
PUBLIC WORKS DEPARTMENT CITY SEER DWG. NO.
TIG RD,;HALL BLVD. _ - 14 3
TIGARD,OREGON97223 JANUARY 2013 DRIVEWAY
VOICE:(503)6394171
Tigard United Methodist Church
Frewing Street Driveway Improvement •
Base Bid - "Option N"
—Sidewalk width
A 4j Dm+ewey limF. ._..lone to match _ ay
{See genera!note al (If monolithic include atljacent curb) _ vanes
F3° r oa general note 61
•.t• // �� �Y 4.a Driveway
-Ty 51 se,uix.widln fassiba Landis area See
lip exposure e ( general Pore 5)
�I
inisn _12.may.change
Nr.nom._ ��.•�_/. 'V+ch''�---.._.__ / i grade W 1 AVS 2%max. *S4% in sk"fit)10'
/ _L .£r{�. SI %vanes (12•� --�7 lntervalslSAG)
gym....�.......... ..__.. :. �;— _. •9°.e max. (._.
{2%;normae o
.. ....yy. ... v_�-'-_.- - _.-_ 8%max.change
It
In
* See general ante 7 r4♦J �.^ E '/•'prehxmed Mier-
See +t 'a ottl; interrvvals(CREST)
' r \
P.C.concrete driveway.
Curb type vac. min.thkn.as shown,
OPTION M (See general note 4) or as dir.
PARTIALLY LOWERED SIDEWALK SECTION A-A
1
i
Sidewalk width B Drivewe gmlt Zone to march ext,dhvewa
(See general note 4) _ `\ Driveway Ili monoglhic, ng varres
5'min.between awys. .'• 4�o r lip exposure 1\ m include adjacent etrb) (See general note 6)
470.norm.
' F l•nt3x.) _. Land droe(See neral note 3)
�' `1 .1�.•. - _ y Finish �17
\` V �/•,:_, _. �'/a grade "r '?"°max.change
s 1 a vermes r Slope 290 max. 14To m `t In slope Q 10'
/ �'p/�� •` t� (2°°
nor a) ,`.� * -.. --- `89mlsx --e..• Intervals(SAG)
r r Seo general note 7 —8% ax.change
M1 m
�hg in a to'
_ L.' eto e � IDP e•�
Pr intervals(CREST)
AFI. / � \ �
-`�-._1__��-�` � --.-. •' � i� V� a ��• P.C.concrete driveway,
SF�wn.Curb type ver. min.thkas shown.
P4".* See general note 7 (See eneral nate a) or as air
�fjt• OPTION N \ •, .4E
�hq FULLY LOWERED SID EWAL I J \_. �1� � Q ` SECTION B-6
GENERAL NOTES FOR ALL DETAILS:
!. Details are based on United States Access Board Standards. J Slope 2 max. c+,r,r--�. NSA .,, M,,�,vn;v,:. 08-JUL-2013
2. Only use details allowed by jurisdiction. NOT[ it,n.sinl and wwi,n:,n,i.ip Orme w m anx+aaxe»en
t+ Slope 833b(1•:12')max. awn,,,.,.auto:st—a s',,*_*
landing
The following dimensions are as shown on plans,or as directed:drw%way width,driveway Slope,sidewalk width,turn exposure.driveway lip exposure. (Ramp length 15'max.)
landing area length and width. The selection and use or this OREGON STANDARD DRAWINGS
a. Curb gutter,and 700& types varies,see pans. W Width of driveway
See Std.Drgs.RD70 f&R070sidew for curb detags. Standard nee with while designed CURB UNE SIDEWALK DRIVEWAYS
Sae Std,Drg.RD720 fa sidewalk details. E Curb exposure m accordance with generalty
5. 4'unobsoucted clear passage with slope of 23°max.is requited behind driveway apron. 3.5'width is acceptable where sidewalk width is less man stands d 6'. accoptod engineering principles OR ALLEYS(OPTIONS M&N)
7 6. Where existing driveway is in good condition.and meets slope requirements,construct only as much as required for satisfactory connection with heft worse. Driveway pay limit LOCAL JURISDICTIONS
7. Check the gutter how depth at driveway local"to assure that the tlasign flood We%not overtop the back of sidewalk al Driveway. (if monolithic,include adjacent curb) and prattioas,is me sole respa,
4 sibimry of tie user and should not
h t overtopping occurs place an inlet at upstream side of driveway or perform other approved assign mitigation. 2008
8. Tooled joints are required at all driveway slope break lines. NOTE: be used without consuming a
9. 15'min.of the driveway behind the sidewalk should be surfaced to prevent tracking of gravel onto the sidewalk. This drawing is to be used by local Registered Professional Engineer. c ea 'e*un,uc,swu.0
�. KN4a 1 N:x[Igt4
10.Morwlithc curb&sidewalk shag retain thickened edge through lowered profile,to accomodate driveway use.See Sta.Drg.R0720 for details. agencies to assist them in tlhe design
11.Any thmsnsioru except those of general rote 5 may be amended by local agencies for their use. of driveways on their facilites. u +n{,LQ'MJ,INWOI�OOCnw,e;
p [ p 1 Effective Date:June 1, 2014-NoveetbW 30,2014 RD750
1 I �- I >�r►'vl�-1'
�"' •1 " 4L SKr
_rte t.S t r .� � � �`s'�•� •'�� � �t�''� �'s� _ T� �'� #I,.
46
lip
A.
IV ro
0.Le. ,
�„ �IA w •~ ./y.� �" h,��8.•x.'+ •� yt rry..r�R-/ 5���.�i�'�r�..4�r'�._� .'{f.�i ,._ r'' �- 'rd
_ •j.l `,��, �'.P � } T kyr �: F i�
INFORMATION PRESENTED IS
DIAGRAMATIC AND NOT DRAWN TO Legend �
SCALE ��, APN.
APN:
• rf' � APN: R0464679
U
�l APN: R0466016 1
Additive Alternate 2"
Minimum Asphalt Overlay,
3-Speed Bumps
SW Frewing Street
Base Bid: Remove
and Replace 9'+!-of NOTES
sidewalk and curb Base Bid: Remove Existing
Asphalt and Curbs, Fill with 3/4"-0 1. Information provided is conceptual only. Bidders
Crushed Rock to produce gentle shall complete their own field measurements and
411 v
:.AN
grade from back of new driveway! observations to determine the required quantities,
-- sidewalk to point 40 feet north. methods and means for completing the work.
2.All work completed within public right-of-way shall
be in accordance with City of Tigard Public Works
Base Bid: Remove and Replace Base Bid: Remove Standards
Driveway/sidewalk and Curb and Replace 6'+1--'of 3, Paving, earthwork and baserock materials and
Sidewalk and Curb construction shall comply with Oregon Standard
Specifications for Construction, 2008 Editition
Base Bid: Sawcut and remove asphalt and curb 18-
inches from face of existing curb. Replace asphalt and TIGARD UNITED METHODIST CHURCH
base rock to match existing road section.
Coordinate �ades withaCi y o Tigard, Frewing street DRIVEWAY REPLACEMENT AND ��' r� �
improvement project scheduled for July 2014 ASPHALT OVERLAY PROJECT
Go' osle,earth
F,2013 G000"(3
MARCH 2014
EXISTING DRIVEWAY -
MATCH WIDTH & GRADE
A
R/W LINE
6" SEE NOTE 3
5' MIN 27 SEE NOTE 4
SIDEWALK
If
t SEE
LAND APE NOTE 3 LAN APE
< SEE NOTE 2 S
A
7 30' MAX 7
10' MIN
PLAN
R/w
8"
3/4" PROJECTED TOP OR��
OF CURB 2% MAX
�'X.I'STdjjr + . •�d••
FAvemalarwT '111
STREET .••—.. . .... . • ��
000000• I d �' • 11-11 II I �'�
C, p p O„
,Z) c) 00 '' •'�•.d°i'�e'':•�':±."��, SEE NOTE NO. 4
0 0 0 0 0 0 ,����J1��i—u�l►r�I —I
(N
2" F AGGREGATE
SECTION A-A (3/4"-0") COMPACTED
NOTES:
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS.
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB.
3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE.
oR *I-# 4-r- I e. 4
4. DEFORMED#3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS.
(FOR COMMERCIAL DIRVEWAY ONLY)
4 CITY OF 71G ARD APpmm ov'
OREGON MICHAEL A. STONE. P.E. NO SCALE
ENGINEERING DIVISION COMMERCIAL
PUBLIC WORKS DEPARTMENT CITY DWG. NO.
TIGARD OREGON 97223 JANUARY 2013 DRIVEWAY 1 d
VOICE:(503)639.4171
City of Tigard
Public Facility Improvement
(PFI) Permit
General Information: QFOR STAFF USE ONLY
Property Address/Location(s): / 5 UIRL N(J Engineerin W1
Z61' ` 000 /
nL
of C_ Case No.: 'f �J
Fee:
Receipt No.:
*Applicant's
Name: 7���2n U/ll/1 C�7 �C/HO�IS� Date:
Address:98 ¢- 5 S LU U)f}L 14yT nL*CG CL{U2C Application Accepted: By:
City/State: T/ (5f Zip: q;z 2 23
Primary Contact: OL- �= yF,�cJs C�7 i REQUIRED SUBMITTAL
INFORMATION
Phone:; 9 e D -2 2 4-2 Fax:
E-Mail: /Z - CaM Professional Engineered Plans are required
for.
rjO-S C (f/T y C o"�,pC 7-c—
C n�� • Street Widening
Contractor's Name: /� 'C • Subdivision Infrastructure
C C B# IS S Expiration: • Main utility line extension:
Address: 3 _3 0 0 n!W �� 5th /3 3 0 Storm Drain,Sanitan•—Tigard
0 Water—Tigard Water Service Area
Cin,/Statte: PO t�P T L A9^1r7 02 Zip: !77204? (includes Durham,King City and a
Phone:! 3) 2 3 2- 970 2 Fax:(So j 3-2 `�76B portion of unincorporated Washington
T County)
_ r 2 r_71
_ 'Note:See Engineered Plan
Plans By: / 1`7/7O/W C-0 C7-"O 1715; H PC'11 Submittal Checklist attached.
Address: `18 45 S&a &V.4L IIU/ /--L 0(rec— For all other work:Submit scaled sketch of the
City/State: �� C�/�`/2rJ Q� 7_1p: 47� 2 2 3 work to be done. (see attached minimum sketch
requirements and provided sketch area).
Phone: Fax:
['pdatcd:6/24/2011
v 1:\CL'ItPI.N\Masten\Land l'sc Applications\Public facility
Description of work: 2C�l�l2 /3�CK 6 N/121�/V C� Improccmcnt.Jocx
7'6 C/10 2 Ch' ,jc2c�1M ST 2 e C—'T
Estimated value of work(within the public right-of-way): $ r�
Is work related to a LAND-USE DECISION? YES
If so,please specify (MLP,SDR, SUB,etc.) case#:
Is the work related to a BUILDING PERMIT? YES❑ NO ❑
If so,please specify (BUILDING PERMIT) case #:
City of Tigard 1 13125 SAX'Hall Blvd.,Tigard,OR 97223 1 503-718-2464 � www.tigard-or.gov I Page 1 of 5
APPLICANTS:
To consider an application complete,you will need to submit ALL of the REQUIRED SUBMITTAL ELEMENTS as described on
the front of this application in the"Required Submittal Elements"box.
NOTE: Person specified as"Applicant'shall be designated"Permittee"and shall provide financial assurance for work.
*When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with
written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the
back of this form or submit a written authorization with this application
(Detailed Submittal Requirement Information sheets can be obriincd,upon request,for all types of Land Use Applications)
BY SIGNING BELOW,THE APPLICANT(S)SHALL CERTIFY THAT:
• The above request does not violate any deed restrictions that may be attached to or imposed upon the subject propeM.
• If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions
and limitations of the approval.
♦ All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the
applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are
false.
♦ The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for
approving or denying the application.
SIGNATURES of each owner of the subject property.
DATED this O 2 r j / day of -20
pplican Authorized Agent's Signature Owner's Signature
Owner's Signature Owner's Signature
City of Tigard 1 13125 SW Hall Blvd.,Tigard,OR 97223 503-718-2464 1 www.tigard-or.gov I Page 2 of 5