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14277 SW GREENFIELD DRIVE 0 0 0 0 S W CHIRP STREET o 0 mom HOUSE. 19700 ....._...._..._.__.....J ............... _..r......_..... .. ......... ...................... .............. ............. LL ................ ....... ......+........ .... uj\\ `M � ,�, `' ,l ' Z ,-RELOCATE VAN fill FA -4- X ULTRABLOCK WALL 0 50 100 SCALE: 1 " = 30' z000l� EN(IIA . 10000, ��/� 18' 12 CORB -------------a- 6" CURB Iy N \\ / , .. \ • s + • w • tB • + 111 a a 0 0 • A�l 4 0 a 's 600 0 40 4 0 0 DRIVEWA Y PLAN �`\ ' \ � \\ \` \\ \ \ \\ \ \ \ \� \ r7 �./�\ k r- A� � .� � / // // �//� \/ // /i �. /i,� // // \ \ \� �� \\ \ \� \\�, �� riveway improvements & Retainin wafl extension // /j,�,/ , /�,/ / y -• D . NE EnvoHoldings L L ce SHEET I of 2 DRI Y SECTION 4" AC 14277 Greenfield Drive JUL 18 2003 0, Welkin Engineering, P.C. I a SCALF. 1" 5' 0 0 a PLANNERS CIVILENGINEERS SURVEYORS C;jj.�OF 14q 8000 S.W. Pfaff le Street, Portland, Oregon 97223 12" GRAVEL BASE Tigard, OR :9 a :0 1 a RD 503-598-1866 FAX 503-598-1868 0 * 0 00 *a : 00 : * . * 1014 .," : : a C JOB 03-500.08 HH 07/17/03 Murphy- 1-2.d*g 4 00 0 BoulLpw 0 0 0 xo IMAGE IS NOT AS CLEAR AS THIS NOTICE, _� IT�-1-I � �-rlTf..rrT_ rlrlil >' ..T-II.Lr.�I' Ijlllll NOTICE: IF THE" PRINT OR TYPE ON ANY jT 31 1 4 51 II I ( I 1 161-fII71 81 9 lv[-- I1--.111 121 IT IS DUE TO THE QUALITf OF THE No.36 TI ,,I ORIGiNAL DOCUMENT 1 0 LOW POINT ELEV = 494.49 LOW POINT STA = 1+21.54 PVI STA = 1+45.50 PV.' STA = 1+24.23 PK ELEV = 496. 16 PVI ELEV = 494.39 A.D. = J. 70 A.D. = 10.80 K = 2. 70 K = 0.93 10, VC 10' VC EXISTING-WALL — NEW--WALL ---_ 510 -----R,_ __ �,___ _ .,�.� _._....__._�w _..._.._...._....._.... Gln,,._ ..�___._.... _•._..._..�:�. ;�.---___.. ��.....�� _��.- __..._._ ..-_�•__ •-__ __..._.__._.._ � . - --- --- --- - .-.. .. •_ _�_ .._._._..�.__._.�....� _. 500 ..___._ _...._..__._.._._.__..._ 2.--5e� ._..._........._.._�._..�. ._.._.._._8__.__._.__..._.......___. ._.__..._..._....__....___.. _o�,sr�N.....BAs .-_p�..-�A:LL.�•.__..._�..�_._..._ ._._..._...._.___� .._____-__.--___........_._.__._.._.�_.:.... _._ __.__. - .._....__....._ �._�_._....._..• __�.__.__... .....�_ 4901+ 00 2+ 00 CIL Green field 0 10 20 30 SCALE: 1 " = 10' 7.5' y/\N�/\Nj j/ v ULTRABLOCKS /j� � ) GE©GRID GRAVEL BACKFILL N�L. , �.� /�� i USE GEOGRID WITH 4 AND 6 WAL�_��``�\ 000 Wso 0 lb �` i BLOCK LEVELS DRIVEWAY • • • • « • + « « Driveway improvements & Retainli-ig wall extension WALL C.` l'Cl� l��� ION « . . . • _ . . Envoy Holdings L L C _ • • • . SCALE. 6 , , • T 2 f 2 • • . • • • _ HEEo 14277 Greenfield Dente ; � A a ?; . • • • • « JULi , ` Welkin Engineering, P.C. Tigard, OR PLANNERS CIVIL ENGINEERS SURVEYORS • • . . • • . « » « » • • • • .� ° • • 8000 S.W. Pfaff le Street, Portland, Oregon 97223 • • • • • . • • • • • ° • • • • "p�v�iTY 'Y • ryry ,r� 503-598-11866 FAX 503-598-1868 • • • • • • • • . • • • • • « i . • • . • . BI«IILDIM(I's DIVISIONJOB 03-500.08 HH 07-18-03 Murphy-I-2.d*g .�'lelµ"9�Mhlallhh�w�rr.�y.r,,.•-�.,�,�...__.. ... ___. ... .,.........r •. NOTICE: IF THE PRINT OR TYPE ON ANY [qjIIr � � � � I � � I � � I � � I � � !� 111 � I , 1111 ;--ITjIT r_I-j_ T_�T1P_.j,j­[IJ_1 l � I ' ILI Ilfjill;- lil 1111111 -i � i l r � � i r� i 11-11- i-1 ilr r ; r ili < 1 2 3 4 - I 2 ap MAGES NOT AS CLEAR AS THIS NOTICE, — 1 6 _ _ $ _ O Z V J IT IS DUE TO THE QUALITY OF THE No.38 �` �" °"'""• ORIGINAL DOCUMENTIIII EIIII ���► ���� ���� IIII IIIIIIiII IIII IIII IIII Il_1_l �lll 11« 11 1 Llll IIIA IIII T 89Z L 9ZIILi LIOII i IILTII III E11W Q E T ��bi�w 1►I1f411 a .P N 4 .J Ch m m z In m r v v I ;o f �4 I 1 3 y S r L� 14277 SW GREENFIELD DR. CITYOF T I G A R D SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : SIT2003-00023 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED : 7/28/03 SITE ADDRESS: 14277 SW GREENFIELD DR PARCEL : 2S109AA-01'100 SUBDIVISION: ZONING : R-7 BLOCK: LOT: JURISDICTION : TIG CLASS OF WORK: OTR PAVING ?: RESO. NO: TYPE OF USE: SF GRADING ?: VALUE: wmo.nn EXCV VOLUME: cy LANDSCAPING?: FILL VOLUME: cy SITE PREP ?: ENG FILL?: STORM DRAINS?: SOILS RPT RECID?: IMPERV SURFACE: sf Remarks: Retaining wall extension. Owner: - _ MURPHY, MATT& MARGOT FEES - 14277 SW GREENFIELD DR Description Date Amount IGARD, OR 97223 1131'I'1' I'In('k-Valu 7/18/03 $65.59 'II.I)II'nmFcc-Valu 7/28103 $10090 Phone: 503-481-9601 I I AX j 8'%St'I ax-L'aIv 7/28/03 $8.07 Contractor: Total $174.56 OWNER Phone: Reg#: Required Inspections Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Speciaity Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-901-0100. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699 Issued By: Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day Site Work Building Permit Apiplication FOR OFFICE USE ONLY Received ; Budding L G f I V I_-_ Date/By� Permit No.' 17 oa 000e7 City of Tigard Planning Approval Other Y b Date/By: Permit No.: 13125 SW Hall Blvd. 11 Plan Review Other Tigard,Oregon 97223 Date/By: Permit No.: _ Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Internet: www.6.0gald.or.us Contact ontact Sre Page 2 for 24-hour Inspection Request: 503-639-4175 Name/Method: ; SuppIemental Information TYPE OF WORK REQUIRED DATA- New construction Demolition I &2 FAMILY DWELLING Addition/aiterati_on/r— eplacement Other: CATEGORY OF CONSTRUCTION Note: Permit tees*are based on the total value of the work performed. Indicate I & 24Family dwellingCO inxi-tial/Industrial the value(rounded to the nearest dollar)of all equipment,materials,labor, overhead and profit for the work indicated on this application. Accesso Building Multi-Family Master Builder POther: Valuation.......................................... ............. $ U _ JOB SITE INFORMATION and LOCATION No.ofbedrooms: No.of baths: Job site address: �[f aZ -T( �n -6��,� fir, Total number of floors..................................... New dwelling area(sq.ft.).............................. -- Suite#: Bld 1./A L#: Garage/carport arca(sq.ft.)............................ _ Project Name: -, effil0�G(f/ L(,i Covered porch area(sq. ft.)............................. Cross strect/Directions to jo site: Deck area(sq. ft.)............................................ Q Otherstructurer (sq. n. area Nl.��l iM tin , rd .. f,</GsT Y� �'�CL-rJFtf:{, )......... ................ ------ --- �ZI bM l REQUIRED DATA; — — -- �_ COMMERCIAL-USE CHECKLIST Subdivision: I'ot#: ---- Tax ma / areal M Note: Pennit fees*are based on the total value of the work performed Indicale DESCRIPTION OF WORK the value(rounded to the nearest dollar)of all equipment,materials,labor, k-7' I N Veat4 LL- E—Xreni /O overhead and profit for the work indicated on this application. _ Q1V IF lL A u EM C N 7 Valuation.. ................................................. $ _ C-1-lX ATE T"Y-f�OINSOQ/r1t A �- Existing building area(sq.ft.)......................... - - -- New building area(sq.R.)............................... 7-CL . _ Number of stories............................................ OPERTY OW RR TENANT Type of construction.... ... .............................. _ Name: Jae Y NoL►�+tti'b S L L�--- Occupancy group(s): Existing: l Address_ FL New:et 1W H FJ_ New: Cit /State/Zi : Y -- q 7o- tQ� Phone: (�?�:> 16V I l , Fax: '' ,CSS` NOTICE: All contractors and subcontractors arc required to be APPLICANT CONTACT PERSON licensed with the Oregon Construction Contractors Hoard under provisions of ORS 701 and may be required to be licensed in the Business Name: _-� jurisdiction where Mork is being performed. If the applicant is exempt Contact Name: mArr 4i n C I`ru. from licensing,the following reason applies: _ �6 1 F>4 Address: 7 VIP --- - — - ----- Cit /State/Zi j C'p 0 r— 9 716k --- ---—------ --— Phone: - U I I - %,G'I Pax: V0.7J - _ bUILDING PERMIT FEES* E-mail_ b o f a e �eef u,ew-- Please refer to tee schedule. CONTRACTOR Business Name: F All —. Fees 1uc upon application.............................. Address: _ cit .. -- -- Amount receiveu_.......................................... S Phone: Fax: date received -- CCB Lic. #: _ —Authorized Notice: This permH application explres if a permit Is not obtained ssithin Signature: _-- -- ate: i '� IRO days after it has been accepted as complete. *Ice methodoIop set by Tri-County Building Industn 5cnice Board. I e print name) 1s0sts\PermitrormsU3ldgPcrnutAppdoc 01/03 SITE WORK PERMIT CHECK LIST Commercial, Multi-Farnily (R-1 occupancy) and Residential: Please complete all items below, unless otherwise noted. Excavation Volume: _ —_ cads. Grading Volume: Soils ra ort required for >5,000 cu ds cu ds. Fill Volume: (Fill exceeding 12" i,, depth shall be compacted to 90% of maximum density_-- - - - --- - - -- - cu_.yds._ Retaining structure? (Check one) ❑ Rock U CMU L) Concrete U Other - -- - -- — *Total new impervious area including all buildings, sidewalks, and paving: _----- sq. ft. Site Utilities Plumbmy Work: —� Complete the Plumbing Permit Application for site utilities plumbing work. Plans Required: See "Site Work Permit Application - Plan Submittal Requirements attached. The foliowinq must acco_mmat r this a lication: Site Plan with Vicinity Map showing *Parking (including ADA) and ADA compliance_ _--� _ _ L hhhtin Plan _ - _Grading Plan and details _^ *Landsca inq Plan — Erosion Control Plan and details Soils Report if re uired Retainin Structures_ - *Does not apply to 1 and 2-family dwellings. TYPE OF SUBMITTAL --Req q Plans — quired at (Includes New, additions or Alterations) Submittal Commercial 4 Multi-Family R-1 Occupancy 4 One- & Two-Family Dwelling 4 NOTE: Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). i\dsts\forms\SlT-checkHst.doc 01/29103 CON TIGARD July 24,2003 Harris Hyman Welkin Engineering, P.0 8000 SE Pfaffle Street Portland,OR 97223 Re: SIT2003-00023 Dear Harris Hyman, Please include the following items in your final structural observation report for the retaining wall extension project located at 14277 SW Greenfield Dr. in Tigard Oregon. 1). Soil compaction for the placement of the base course of"ultrablock"retaining wall blocks 2) Granular fill placement and compaction behind the wall and around the geogrids 3) Final acceptance of wall construction. Sincerely, Mark VanDomelen Plans Examiner cc: Matt Murphy,Applicant 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)634-2772. -- -- i t ',%T/�� MASS WALL RETAINING WALL 7118103 7:21Ct1 l�. 3'`*�^' CEI job 03.500.08 Envoy Holdings LLC HH 5 block wall SOIL DATA r. 30.0 =phi cohesion angle 110 =w(pcf) soil weight 0 =s(psf) surcharge 2500 =B(psi) bearing capacity WALL GEOMETRY 130 =u(pcf) density of wall 10.50 =h(ft) wall height 2.00 =d(ft) foot depth �� 0.0 =alpha(deg) backslope angle ��+ � Co 12.50 =Hr(ft) effective retained height =d+h 4 7.50 =t(ft) base width 0.0 =beta(deg) back angle(+) 0.0 =theta(deg) face ang. ( ) 2.5 =tt(ft) top width 62.5 =A(sq.ft.) wall area 8125 =M(#) wall weight 2.3 =V(c.y./If) wall volume _—IlTkh c, t%R A L_ CALCULATED COEFFICIENTS () B f PA VA T- GAJ 0.3333 =Ka Active pressure coefficient 3.0000 =Kp Passive pressure coefficient Pf_(.;k u SOIL FORCES ^$ y F_Aj(;�EFP, 2865 =Fa(#) total active soil force 0 =Fs(#) surcharge force Of. 'Re,C D 2767 =Fh(#) horizontal force 741 =Fv(#) vertical force OVERTURNING 11529 =Mo(ft#) Overturning moment 30469 =Mr(ft#) Resisting momenth does not auujorjm the violation of any Phis perm OKI 2.84 =F.S. Factor of Safety,overturning right%of holders of private easements. llx UP" SLIDING plicant is urged 10 contact any such parties and 2767 =F(#) sliding force slxuty shier approval before commencing work. 5471 =P(#) passive resistance OKI 1.98 =F.S. Factor of Safety,sliding BEARING PRESSURE 1.42 =e(ft) vertical eccentricity 2324 =B'(psi) toe pressure C11"of"am OKI 1.08 =F.S. Factor of Safety,bearing Approvr,d...... ..1,..........•.......-••- (�6 0.nrlRionrally A00r"01......................( ) r-c r only the work as de crihen in Welkin Engineering,P.U. " ' ' ' MAW r NO S��_Q 8000 SE Pfaffle Street i Son Letter to:F0110w................... Portland, 97213 i i i i i i l Atte .y.y� (503)598.1818 88 FAX(513)598A8@8 ' ' ' I ' `` ' ' ` ,Job Address $ a: LIABKjTV� ,;: ::. RECEIVED The City of Tigard and Its employees-%hall ript be• . : : . . JUL 18 1003 rHsponsible f,r;dl5cteta' 'itaB CITY OF TIGARD which may apPeR:I [NIr1° �• "•l �•� BUILDING DIVISION rI l� ��7t7 �1. i Jul 25 03 10: 51a Well.- in Engineering P. C. 503 -590- 1068 P. 2 Welkin Engineering, P.C. PLANNLRS-LNGINLCRS-LAND SURVEYORS Fi000 sw Prart ie strect,Portland,OR 9'223 503-598-1866-far 5103-396-1868 wcIk I i p-oconicast,net JL : 4�vrwe)o ei� J)1) I r Jul 25 03 10: 51a Welkin Engineering P. C. 503-598- 1868 p. 3 MASS WALL RETAINING WALL 7/25/03 10:07 (v8, Coulomb formulas) CEI job 05-500.08 Envoy Holdings LLC HH external stability,5 blocks high SOIL.DATA 30.0 'phl cohesion angle 110 =w(pct) soil weight 0 =s(psf) surcharge 2500 =B(psf) '�3aring capaOly WALLGEOM:TRY 134 :u(pC1 density of wall 10.50 He(ft) earth height retained 10.50 =h((I) wall height(>=earth height retained) 2.00 =d(ft) foot depth 0.0 =alpha(deg) bnekslope angle 6.50 rl(ft) base wldlh 0.0 =beta(deg) back angle(counterclockwise) 0.0 =theta(deg) (am angle(clockwise)) CALCUL.ATELI GEOMETRY 12.50 =Hr(h) effective retained height -d+h 6 5 =ti(11) top width =1-(h+d)'(SIN(thetar)+SIN(betar)) 81 3 =A(sq.ft.) transverse wall area (tt+tN2'l•Ir 10886 -M(Wit) wall weigh) A'u 3 0 -v(c 010 wall Volume Al?7 CAI-CULATED COEFF/CIENTB 0 3333 =Ka Aclive pressure coefficient =IF(phir>alphar,COS(phir- betar)^2/(COS(baler)'3'(1+SORT((SIN(phir)'SIN(phir- nlphar))/(COS(balar)'COS(alpher-belar)) ))'2).COS(phir-betar)12/COS(betar)A3) 3 0000 =Kp P.assiv0 pressure coefficient =IF(phir>alphar,COS(phir+belar)12/ (COS(bnlar)43'(1- SORT((S IN(phir)'SIN(phir+alpttar))1(COS(bef or)'COS (alphar-baler))))A2),COS(phlr- befar)121COS(balar)13) SOIL FORCES 2865 =Fa(0) total active soil force 0,5'w'Ka'Hr,2 0 =Fs(ft) surcharge force s'Hr 2767 =Fh(0) horizontal force F3'COS(ph❑/2)+Fs'C0S(belar) T41 =Fv(if) vertical force Fa'SIN(phvr2)+Fs'SIN(betar) OVERTURNING 11529 =Mo(fttl) Overturning moment Fa'COS(phir/2)'Hf/3+Fs'COS(telar)'Hrl2 353&1 =Mr(htt) Resisting moment u'(H03'7AN(fhef3r)42/3+Hr'I!'(lU2+H1'TAN(Ihetar))+ Hr'2'TAN(belar)/2'(Hr'TAN(thetar)+II+Hr'TAN(belar) 13i) OKI 3.07 -F.S rat for of Safety.overturr,irg Mr/Mo SIJDING 2767 =F(k) sliding force Fh 7090 =P(f!) passive resistance 0,5'u'd12'Kp+M'TAN(phir) CRI 2.56 =F S. Frctoi of Safely,sliding FLP BEARING PRESSURE 1.06 -e(ft) vertical eccentricity V2�101r-MoyM 1673 =Bx(psf) loo pressure IF(e<V6,M/t-(1+6'olt),2'M/(3'(tx/2-e))) OKI 1.49 -F.9. Fatltr d S.-fel- burin_ RIBx Welkin Engineering,P.C. ! , r�! % L/I r✓Jr�"� 8000 SE Pfaff le Sheet / Port la nd.OR 91223 T ` 6 GYJ1 01"A `y (5031598-1966 F'A X(503):A8-1969- meaawell its �g�sr �X u" e4qtY,e 3 ss"b >016 .- t CITY OF TIOARD Shading A Better Community MEMORANDUM CITY OF TIGARD 13125 SW Hall Blvd. Tigard, OR 97223 Phone 603-639-4171 Fax; 503-684-7297 TO: Distribution list FROM Kit Church DATE: 2122100 SUBJECT- Change of address 2S1 09AA-01 100 Please make this correction to your records: Previous Address New Address 12975 SW Bull Mnt. Rd. 14277 SW Greenfield Dr.