Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit
CITY TIGARD SITE WORK PERMIT 1 ' DEVELOPMENT SERVICES PERMIT # : SIT1999 -00037 30 ' � �J II' 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 DATE ISSUED : 7/21/99 SITE ADDRESS: 13037 SW ROCKINGHAM DR PARCEL : 2S104DB -02900 SUBDIVISION: AMESBURY HEIGHTS ZONING : R -4.5 BLOCK: LOT: 029 JURISDICTION : TIG CLASS OF WORK: OTR PAVING ?: RESO. NO: TYPE OF USE: SF GRADING ?: VALUE: $3,000.00 EXCV VOLUME: cy LANDSCAPING ?: FILL VOLUME: cy SITE PREP. ?: ENG FILL ?: STORM DRAINS ?: SOILS RPT REQD ?: IMPERV SURFACE: sf Remarks: Addition of a rock retaining wall. Owner: FEES KEITH BAKER 13037 SW ROCKINGHAM DR Type By Date Amount Receipt TIGARD, OR 97223 PRMT BON 7/2/99 $38.50 5800 INSP BON 7/2/99 $38.50 5800 PLCK BON 7/2/99 $13.00 5800 Phone: 503 - 381 -3765 5PCT BON 7/21/99 $2.70 99- 317053 Contractor: PLCK BON 7/21/99 $12.03 99- 317053 OWNER Total $104.73 Phone: Reg #: Required Inspections Final Inspection ORIGINAL This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty 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 - 001 -0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246 -1987. Permittee Signature: ➢ Issued By: /14 Call (503) 639 -4175 by 7:00 P.M. for an inspection needed the next business day • • I: 1 1 I1 I CITY TIGARD Site Permit Application Rec' Caia___ Date Recd �77-- 13125 SW HALL BLVD. Commercial and Multi- Family: Complete ENTIRE form Date to P.E. TIGARD, OR 97223 Residence: Complete SHADED area - Date to DST 7 e- Qyigl (503) 639 -4171 x304 RQ- Permit # Related SWR # 6 \C Called 9 t 5 — Cr Print or Type ll n n7 npf Incomplete or illegible applications will not be accepted s et) /(,Fr ;71 Protect Nam Utilities (Complete all that apply) -."--"-. Job - ' i f 3 t .( to t 1/ 4 Addre Address Storm Sewer -0 5 , 1 l vur • Linear Ft. Namey -= �`( 1 _ > - Sanitary Sewer O I`r . °5 Linear Ft. wner - Mailing Address p il 1 3D 7 5, tF-13 11 r �� -� Fresh Water Linear Ft. City /State - Zip Pho a , Catch Basins T t g vk 4 r. r. ' — i rz3 m - 38I - 76h # General Name � Clean Outs Contractor uJ rn.2j„� # Prior to: rmit - - - - - ae i Mailing Address � � Describe work to be done: is a , � � ssu au �_5 !JC U_�: New❑ AdditionD AlterationD Repair .- lic enses are City /State _ Zip Pho wred it E := d al scri :1;!`..:7-,::'. , , d i-- n n A io ptio of Work reg expired in COT , S tate ' Co n st Co B oa r d Li e # E x Date , a datab = k ,� �,. ' , !' 0 `� ,"� ��' ` ; c C � � r � s Name Project _ c-- Valuation $ tl3 Architect Mailing Address .. 9 � Plans:Regwr'`ed t See:Matri �o n_back -The followin must accompany this application City /State/ Phone Site plan with Vicinity Map. Parking (including Showing ADA compliance; ,.:.ADA) & Plan_ , Nam Grading Plan and - details Lands Plan sli C nsukt ► vi Engineer Mailing Address (� Erosion Control Plan and Retaining Structures ct a 7p 5 I`ao� C Vtlr- * 10 0 : _ ? including calcu lation s u City/State Zip Phone r Site Utility Plan and details : :Soils;Report Po Ma vL,R �l 2 i Cl Z}E 6 —( (showing connection to (rf required) approved. s ystem) ,1;.:;-: Excavation Volume I hereby acknowledge that I have, read this ;application that the (Soils report required for >5,000 cu. Yards) ,.informationgiven i that - 1 am the o wner or authorized = _ cu. yds. agent of the owner and t hat plans s ubm itted are in compliance with` Oregon_ State laws ..� L' �, ;: Fill Volume S • n. re of, Ow r /Agent =5 Da_ t o (Soils report required for >5,000 cu. Yds.) r ; 'j cu. yds. i 1 ', F Will the fill support a structure '- ontact4Rerson Name::,:=.:.:;. ,.•: - - ,..Ph ne; _.;,, :: ,; (Engineer required if answer is yes) YES❑ NOD ; i 1 4 .. f� . 1 3 : Retaining structure? (check one) Wp.ock FOR OFFICE USE ONLY ❑ CMU Notes: ❑Concrete ['Other _ g- ere Total new impervious area including all Land Use Case # Map/TL# buildings, sidewalks, and paving Sq. Ft. is \dsts \forms\site - app.doc 10/30/98 •A COMMERCIAL PLAN 'SUBMITTAL REQUIREMENT MATRIX lan Reviews dependent upon subrr 0l: otB kpolo lim a pme,.pETEp 0:00#. catia Fo a :' '< : ::;:: „ >:;;:: < .:.::;:.,> :.:...:: <. <,: >:::.l : >::::> , ;. >::: , ; < ::` ;, t > << > > > > » ' ; ..:. ........... >.:.;:n elentricaI sib:ittai, the appiinati�an mist ntain the :.:::..: Aft r pla revte apprev 1, Plans E c;ernsner yit ll contact th:e applicant tc request, ;; , 1 Odd i 1pn ts t ��stoo inn pur 0 (± ©.....lor gp tr cto Cl.. <.. >:::::: >::..;... Washing on gouty, a , t < y01te ;.: _;. >:.:; ::.:.:..::: �..: T�;�lattrti :;V�l'I� ::F���. ........................... ............................... KEY: tted.... S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System • M (New or Add or Alt) 1 M = Mechanical .B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building NOTES: I: \dsts \forms\matrxcom.doc 12/17/98 \OVER- THE - COUNTER (OTC) PERMIT PLAN REVIEW COMMERCIAL ( STRUCTURAL) BUILDING PERMIT CHECKLIST DESCRIPTION OF PROJECT: / k ,J f//�r (4..)4e.„4„ � . , , r CLASS OF WORK: Cl Z FLOOR AREAS: EXTERIOR WALL CONSTRUCTION TYPE OF USE: es< FIRST SQ. FT. N: S: E: W: TYPE OF CONSTR: • i SECOND SQ. FT. PROTECT OPENINGS ?: OCCUPANCY GRP: OS' THIRD SQ. FT. N: S: E: W: OCCUPANCY LOAD: TOTAL SQ. FT. ROOF CONSTR: FIRE RET: STOR:_ HT: FT: i BSMNT: SQ. FT. i AREA SEP. RATED: I I BSMNT ?: MEZZ ?: i GARAGE: SQ. FT. i OCCU.SEP.RATED: I I FIRE FIRE SMOKE HANDICAP SPRINKLER: ALARM: DETECTOR: ACCESS: COMMERCIAL INSPECTION ACTIONS : - . ` : .: : - ..- Foot/Found Post/Beam $ ' Permit Fee Masonry Framing $ 25 °-3 Plan Review 10 a Insulation Shear Wall $ a °la �b State Surcharge Firewall Gyp Board $ FLS Plan Review Suspended Ceiling Sprinkler Rough -in $ Add'I Permit Fee Sprinkler Final Fire Alarm $ Add'I FLS Pln Smoke Detector Approach /Sidewalk $ Inspection Miscellaneous (Fin /3 yp,L / &,bP (am r cod ri 64 ai/v /97 /O 61,/ FOR OFFICE USE ONLY: TYPE OS USE OPTIONS (COM= commercial;. CMS = commercial manufactured structure) CLASS OF WORK OPTIONS FOR ALL PERMITS (NEW =new; Add = addition; ALT= alteration; ACS= accessory;FND- foundation; OTR= other; DEM= demolition; REP= repair; FPS =fire protection system, NOTE: USE OTR FOR FENCES, RETAINING WALLS, DETACHED DECKS, SIGNS, AWNINGS, CANOPIES) . i:lovrcntr2.doc (DST) 4/97 * --1).3 /qA J 1� mac; 1 Al yiFeZ ,4 ApprzoLi ,Ui 1c1 Aj, • U) i 7-74-0u6 , VOLUNTARY COMPLIANCE -= AGREEMENT CrrY OF nGARD OREGON BY: Keith Baker 13037 SW Rockingham Dr. Tigard, OR 97223 144 1 iZt RE: Temporary Certificate of Occupancy rY P Y I, Keith Baker, as responsible person for Tax Map 2S104DB, Tax Lot 02900, agree to the following conditions: A Temporary Certificate of Occupancy will be issued for a period not to exceed sixty days from this date, by which time the following conditions must have been met and approved by the City of Tigard: A permit must be obtained and inspected by the Engineer of Record for the design of the retaining wall on the site. A final approval must be submitted by the Engineer of Record to the Building Department, and final inspection by the City of Tigard must be requested and approved. • I understand the City will withhold action until September 1, 1999. . Upon compliance with all above conditions this case will be closed. I further understand that if these conditions are not complied with fully, I may be served with a Summons and Complaint without further notice for violation of requirements set forth in the Oregon One and Two Family Dwelling Specialty Code (Final inspection approval required prior to occupancy). Signed: ��� Dater Z 711 1 I'l LE OP) - qq 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772. NIG- 03.99 14:53 FROM: MILLER CONSULT. ENG. 503 -246 -1395 TO:503 684 7297 PAGE:01 • et 111111h • MILLER CONSULTING ENGINEERS FACSIMILE TRANSMITTAL FORM TO: Jeanie FIRM: City of Tigard Building Dept. FROM: Kenneth Safe PROJECT: Keith Baker Rock Wall Permit No.SIT199900037 DATE: Tuesday, August 03, 1999 PROJ. NO.: MCE Proj. No. 990309 FAX NO.: 684 - 7297 TIME: 2:03 PM ❑ Copy to follow via ❑ US Mail ❑ Courier Service ❑ Other Total number of pages: 4 , including this page. Please call (503) 246 -1250 if you do not receive all pages. MESSAGE: I've performed a site visit on the subject stacked rock retaining wall. From the information gathered during my investigation the wall did not meet the design requirements. Eric from Uncle Bob's Rockeries, the contractor for the wall, provided me with an as- built sketch of the wall. Based on the contractor supplied information and a re- analysis the wall meets the design requirements. If you have any questions or comments please call. Respectfully, Miller Consulting Engineers, Inc. PEA PROpp I � 4lN � F 'S 5 1669 �.� OREGON Kenneth Safe, P.E. /A_ 0. 11 Associate Engineer NETH 'EXPIRES: 6 / 301 zoc.v 9570 SW F3arbur Blvd., Suitc 100 Portland, Orcgon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 a SA i J D p foF y a \ ' ' rte s ylry can \'r �•�d J ?4 I a c%c-I` a ,/n r )• V Q5 v ' gJ C o "RATIO' -) C•a ' 1 o � I 'a'v ®s \ 1 `n va \ fir is . v 2.. a( 'Yv GA qoviN avys91 7 21 Sa 'i 4, lis geok * ` 7V"°1 a lac vl.,V , 7 6 r n s w x -xQJ d S \V '7 • )ru■nas ' JY R' a „ Sb f ► `pa . / 0 r14' a s t �( l r r ,, l r�iJ ',$ l a 11 Sitli c�d j y 20:35 d L.62L 1789 20S:01 I /7 -)Afar\ A l Q. n f.R ' tlT Qa r?n len S6�T 9b2 -2OS 'EN3 � :NOai3 2S:bT 66',20 -Jfld • AUG-03' 14:53 FROM:MILLER CONSULT. ENG. 503- 246 -1395 TO:503 684 7297 PAGE:03 • All values per foot of wall All Values per foot Of Well. ' • Weight of Rock 115 pd `-----_, j Weigh9i) 1 Distance (ft.) 1 RealatTn oment (8 -ft.) o Coefficient of friction 0,5 W1 718.9 1,111 798.6 Passive Preaeure 300 pcf W2 1581.3 2,683 4094.9 E.F.P. 35 pcf W3 718.8 4.056 2914.9 Surthurge 0 ft. • W4 0.0 2,933 0.0 Horizontal Force 0 pounds W5 0.0 2.333 0.0 at d3 distance 0 ft. -----_ 1 Allowable Bearing 2000 pet ' BUM' 't 3018.8 . 1 7799.4 1 F,S.Overturning 1.5 F,S. Sliding 1.5 Batter 4.5 :1 H1 8,5 ft. _ P12 1 ft. `�,_ Ll 0 ft. w` �I/ L2 3.5 ft. L3 0.5 ft. dl oft. d2 1.7 ft. 113 0.0 ft, •4 0,0 ft. w2 Batter Angle 12.53 degrees All values per foot of wall Overturning Moment ' 2460.9 Ii-ft. - T • Sliding Force 984.4 pounds i vertical Weight 3018.8 pounds L Resisting Moment 7798.4 s-ft. . s Resisting Passive 150.0 pounds Resisting Sliding 1509.4 pounds Total Sliding Resistance 1859,4 pounds • • II - 44111,V9 v - 009V00700 J OO aiO� g _v a r11 v ,7 ; '-..w, "l 1111 ' vv , � l�� •• ;III - - hh r �� 1 - 1 -III 1 ..Aarn.n • • 9570 SW karbur Blvd. Project Name en c f< E' WP f L Project* _ ? 90 3 e r A Suite ens Hundrud , Portland, DR 97219,5412 Location _ 7 A l? D , 6/Z E0 0,4) . MILLER Client 16 i rH 5f9L<EJ G o N 5 11 I,Y I N G 503) 246 -1250 ��99 Ir ' / a 7 E N G I N E E R S FAX: 246 -1395 By __ZX Ck'd s hi • Date Page • BUG- 03' "99 14:53 FROM:MILLER CONSULT. ENG. 503 -246 -1395 TO:503 684 7297 PAGE:04 All Values per foot of Wall. Toe Bearing = 1017.2 paf 4 2000 p3f Heel Bearing = 462.2 psi 0 psi OK a Area. 4,0 ft Section Modulus o 2.7 fe eo 0.232 ft 48 F.S. Overturning a 3.17 1.5 OK F.S. Sliding = 1,89 ? 1,5 OK s� All Calculations aro per foot of wall Overturning Moment = 35pd ' (8.5ft. + 1ft.) "3 •S Sliding Force = 35pcf ' (8,511, • 111. + O.Oft. • 0,0ft,) "2 2 W1 =(6,5h. +lft.) ^2'115pcfl 718,8 pounds W2 a ((6.511. + 111. - Oft,) • (3.511. - ((6.Sft. + 111,) 14.5)))' 11Spcf = 1581,3 pounds W3 = (8. 511. + 1ft) 11Spcf 1 (2 4,5) = 718.8 pounds W4 = 0.5 ' OR, ' 3,5ft. ' 115 ft. = 0.0 pounds W6= 0.5 Oft. "3.5ft.' 115 ft. = 0.0pounde Total Vertical Weight = 718.8 • 1581,3 • 718.8 • 0 • 0 = 3018.75 pounds p)stance ®W1= 2'(6.51t. +1R.)1(3'4,5)a1.111ft. Distance c =. W4 = ((3,Sft. - ((6.Sft. * 111,)14.8))1 2 • ((6.511. • lft,) 14.5) = 2.583 ft. Diatanco .1.. W3 = 3.5ft. + (( 6.5ft. • 1ft,) 1(3 ' 4.5 II= 4.058 ft. Diatanco ® W 4 0 (( 6.511. * 1)1 4.511,) + (3.511.1 3) = 2.83311. Distance (freW5 /3= 2,33 Resisting Moment r: = 718,80' 1.111ft. = 798,8041. Resisting Moment ® W2 = 1581.39 = 4084 98-1 Resisting Moment ® W2 = 778.9 #' 4,058ft, a 2914,90-ft. Resisting Moment @ W2 = 0.00 ' 2.83311, a 0.08 -ft. Resisting Moment (gi W2 = 0.0# • 2,33311. c 0.00 -ft. Total Resisting Moment = 798.60 •fl, • 4084.90-ft. • 2914. •0.0# -ft. • 0.01111, = 7798.4 A-ft. Resisting Sliding = 0.5 3018.82 c 1509.4 pound. Farrel' Resistance = 300pcf " (1ft. + 0.0ft. + 0,04.) "2 = 150.0 pounds. Total Sliding Rosist4noe a 150.00 + 1509,40 = 1659.4 pounds e c (0 ft. + 3.5 ft, + 0.5 ft.) 12 - (7798,4 0-11. • 2460.9 0-ft.) / 3016,75 'a c 0.232 ft. Section Modulus = ( Ort. • 3.5 ft. + 0.5 ft,) = 2.7 ft ^3 Area 'O ft. •3.5 ft, •0.5 ft. = 4.0ft ^2 Toe Pressure = 3018.8U/ 4.0te2 '(1 +(6 "0.232 ft. 1(0ft.+ 3.5 rt. • 0.5 ft. ))) = 1017,2 psf Heel Pressure = 3018,88 f a.0ft^2 ' (1 - (6 , 0.232 ft. 1 (0 ft. • 3,5 ft, • 0.5 ft. ))) = 492.2 Of F.S. Overturning = 7798.4 rift. / 2460.9 041, = 3.17 F.S. Sliding = 1659,4 fr 1 984.4 6 = 1.69 12 0 (6.511. +1 ft.)/ 4.5 ❑ 1.66688688608687 ft. H3=3.5ft. =0 ft. Ha = ( 0.5ft. 14,5) • ( Oft. - 4,5 / (((( (1) 2 + ( 4.5 ) ^2 ] ^O.5) - 4,8))) • Oft. 1 ( 1) ^2 + (4.5)'2)'0.5 ] ' 4.5)) = 0.0ft, Batter Angle = ardor, ( 1 14.5 ) • 180 1 PI = 12.53 degrees • 1111% 9570 SW 8artiur Blvd. Project Name /Pp c K ? T/- / u/ ma L(/R (.L. Project # S 183 07 Suite One Hundred _ Purtlend,0R91219.54(2 Location T /6AR9 ORE6OA/ MILLER Client - /[ ¢l TN gi A R • .�- coNsuLTING (503) 246 -1250 y/ ;Z p jC ,2 EN61NF,�FIS FAX; 246-1395 By ) Ck'd /CAI M. Date a � i� 9 Page 98 Oct- 14 .13:09:56 R: \LT\LT29AH.dwg MRR Saturn ,. 2275 0, BY KEITH BAKER �� (PH.) �9?-SSO� (5, .may - 6t 9 h� D CITY OF TIGARD �' AMESBURY HEIGHTS - /- 1 _ _ N 7 3 ° 1379 "'E. � 94..9 - - �� LOT 29 f ( 10,020 S0. FT..) !' l` �' . I � i� I • I . ° I ( / I I B. 1 I 00 , I. I ► i I v � I • i' ti I !' N NIA I �. i ' `j{ ' . i �' I° I • >t I� 1 it Q 10 0 6 • N 3a• 13 .7 I� Q c Q O � � 2 9' I I I I . a o • gy p' I GARAGE M A �iV FLOOR I I I II a) 13 r I Z EL: 3 0' : .......__. EL.' 334 0 _....__._._.,._. l,; I o p g-6 n fa. , O I+ 1� I _H a - Y o tv M I ( I ! o IL �I 1 © I 1 U E 1 I p,,, 1 2' a) O ' cn ' gym -- - , o� o. � Q ^' Q �, D En y NA,Y.; = . 11 '-0 ° k < 0 1L 1t. ( 1 I) O L. m ,� »,� c7 -,- ire : *.z; • % z A i35o0P -Sal' �� °� _ , 1 f it‹,.:,-, 2 N WATER I ;, Viz, ' �' . \.:> <• -xx xIKY:.. r;� `:Y;,;' rL '� METER ' 5 �� , � 'P I _; ��9 9tiB L - 71.66 - I I I I I EL 718' INVERT EL 322' 09/23/98 MRR x> < = SILT FENCE ROCKINGHAM DRIVE ALAN MASCORD DESIGN ASSOCIATES. INC. O IS NOT LIABLE FOR THE ACCURACY OF THE TOPOGRAPHY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THE BUILDER TO VERIFY In ALL SITE CONDITIONS. INCLUDING ANY FILL PLACED ON THE SITE AND INFORM OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. ALAfl f1AJCODD DFII6f7 AffOCIATC/ Ill( sa t 1305 N.W. 18TH AVENUE, PORTLAND, OREGON 97209 (503) 225 -9161 SCALE 1" - 2 0 ' - 0 "