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10600 SW KABLE STREET RECD NOV 292000 S � �VQO s • , + • • . • r • • e •r v • • * 04's a •• • V 0 : 0 : 00 0 00* 0 00 off 06 * O • • • • ` A • • •• • • A t L � St • ` I • , • A t / < • • C_ 1 e • .. A• • ee • ep2 s SL • Omni Ae • e • • • • ss 78. ,50 /V `JO • U. • q 7621 ! I c,39 LA„ 0 ' 4• � a air O 1 C.0' 24.00' cn L r 10 tL 0 O c 9� a U; c�i 12.00' 4 V" m I c" 70 I a j 4 o I o Z c0 Z 4t, I z 21.00' i �i 2 2 9. w o b -.- _ a 1e.00' a _ -+ l� 2 -�5 Wiz- "A-T-- SAN TARY STORM DRAINAGE EASEM NT c ml r" 0 ! r MIRRORED HOUSE TO BE GARAGE RIGHT, Lw15 FROM FRONT OF HOUSE PER CLIENT, 11/20/00 MSG. 2 = e Com. �_ - - - ��--- MOVED HOUSE TO 10' SIDE AND 070' FRONT _ PER CLIENT, 11 /20/00 MSG. MOVED HOUSE FORWARD TO REACH 20 PER CLIENT, 11 /15/00 MSG. N 8452'07" E 100.00 z mo --MADE SCALE INTO STAKEOUT 10/24/00, MPW - STAKc-7OU T LOT 10, ERICKSON HEIGHTS S.E. 1 4 SEC. 10, T.2S., R.1 W., W.M. --A 2.50 FOOT PUBLIC. LANDSCAPE EASEMENT SHALL _ EXIST ALONG ALL STREET FRONTAGE. --A 7.50 SOOT PUBLIC UTILITY EASEMENT WASHINGTON COUNTY, OREGON SHALL EXIST ALONG THE LANDSCAPE EASEMENT, OCTOBER 18, 2000 Cen tent in � Concepts Inc . DRAWN BY: MPW CHECKED BY: WGDIII SCALE 1 "=20' ACCOUNT 115 640 82nd Drive Gladstone, Qregcn x7027 M: \MLI\L10ERICK 503 650-0198 fax 03 650-018 ' NOTICE: IF THE PRINT OR TYPE ON ANY TI11 _1 1I1I111111I1 � � 1IrI1T1 '11rI-1, r Jill i . IJill111 I11 1.111-1l1111111IC� 4I IU1 � I 1 � 1i1 � 11 � 1 � 1 IMAGES NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ 8Z I'MI T111.1 ItLiT911111 T211111 8 Illllll llllllll llllllll llll IlI I�� . 11,l illllllll lill 111 Il1111 llll if I ,,, III 11111111 Illi llll illi Illi Illl�..l IIII LIII III[ I l a 1n.I1141 O O O 10600 SW Kable St FILE COPY cI OF TiG�D Monday, April 14., 2003 OREGON Renaissance Development Curtis Heintz Excavation 1672 SW Willamette Falls Dr. 27475 SW 145" Ave. West Linn, OR 97068 Sherwood, OR 97140 Attn: Randy Sebastian, President Attn: Curtis Heintz Ishwar Uttamchandani 106M SW Kahle St. Tigard, OR 97224 RE: Retaining Walls on Lot X110, Erickson Heights 11, 10600 SW Kahle St., Tigard. The purpose of this note is to let you know that We received this morning a copy of the Geopacific Engineering report on Initial Rock Wall Evaluations. That report includes an assessment that the walls on Lot 10 "in our opinion ... are adequate as built" and are "in general accordance with file original wall detail by Carlson Geotechnical." Based on this assessment, the geometric cross-sections provided by Geopacific, and our own observations we accept the walls on Lot 10 as being approved by the geotechnical engineer and we have issued a final inspection approval of those walls under permit SIT2002-00034. Thank you for your cooperation in resolving the issues pertaining to the walls on this lot. I have attached, for your files, a copy of the Final inspection report. Please let me know if you have any questions. :Sincerely, e t ShieJ�' Building(odes E.nfbrcement Officer cc: Jhnbrie, Geopacific Engineering; Property Dile. 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 - ---- CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST BUP Received __Date Requepted r AM -- -_ PM _ _ BUP Location �__ ' �� ' ' 1 ��_.__ �Suite __ ---- ._._ MEC _ Contact Person . _ Ph( —) .. __. _______.. PLM Contractor___... �_-_--- -___--- Ph( -) __-- ._ ----__ SWR _. BUILDING Tenant/Owner ELC Footing -� -. Foundatio.i ELC Ftg Drain ELR Crawl Drain Slab Inspection Notes: SI7tf- Post& Beam Shear An^hors Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing - r�' rm ' af. •` ;� J _ ---r---- Firewall Fire Sprinkler L - ----- Fire Alarm r ,� ��f�.r y• 0/ ,r ' ! �'. Susp'd Ceiling Roof Cther:_ - Final PASS PART FAIL PLUMBING Post&Beam Under Slab Rough-In Water Service -- ---- -- Sanitary Sewer Rain Drains ---- - ------ -- Catch Basin/Manhole Storm Drain --------__ -� __ Shower Pan Other: Final PASS_ PART_ FAIL MECHANICAL Post& Beam-� - - .---^- -- Rough-In Gas Line Smoke Dampers ----- Final PASS PART _FAIL - -- ----- --- - - __ ELECTRICAL V - - --- — - -Service Rough-In Rough-In UG/Slab Low Voltage _ r-ire Alarm Final L� Reinspection fee of$.___�._.._—required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL Please call for reinspection RE: - _-.___-_._ Unable to inspect-no access Fire Supply Line , ADA Das C , ' f/ t� ' Inspector ---_Ext . Approach(Sidewalk • r'l DO NOT REMOVE this Inspection record from the Job site. PASS ; PART FAIL CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : S112002-00034 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED : 1 1/6/!6103 PARCEL : 2S110DA-04900 SITE ADDRESS: 10600 SW KABLE ST SUBDIVISION: ERICKSON HEIGHTS ZONING : R-3.5 BLOCK: _ LOT: 010 JURISDICTION : TIG CLASS OF WORK: OTR PAVING ?: RESO. NO: TYPE OF USE: MF GRADING ?: VALUE: 4,985.00 EXCV VOLUME: cy LANDSCAPING?: FILL VOLUME: 60 cy SITE PREP ?: ENG FILL?: STORM DRAINS?: SOILS RPT REQD?: IMPERV SURFACE: sf Remarks: 135'of rock retainign walls at rear of property with 60 cu yds or more of fill. Owner: FEES ISHWAR UTTAMCHANDANI Description Date Amount 10600 SW KABLE ST _ --- - TIGARD, OR 97224 113ull 011111111 Fee-Valu 1/6/03 $91.30 113L1PPLNI PIn Ck-Valu 1/6/03 $59.35 IrAXI M4,St1'ax-Vale 1/6/03 $7.30 Phone: — Total $157.95 Contractor:_ RENAISSANCE CUSTOM HOMES 1672 WILLAN'IETTE FALLS DR WEST LINN, OR 97068 Phone: 557-8000 Reg #: LIC '130449 Required Inspections Excavation Insp — Grading Insp Engineered grading final reprt Final Inspection This permit is issued subject to the regulations contained in the Tigard Municipal C)de. State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans. This perrni+.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 se, forth in OAR 952-001-0010 through OAR 952-001-0100 You. may obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699 /7 Issued By: Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day Site Work Building Pcrmit.Ap.plication Cit`' of Tigard Date received:- Permit no''e Address. 13125 S'tk' ifall Blvd.'heard. M' u'2ZProject/appl no.: Expire date: City e?f Tigard Phone: (5(13) 630-4171 Dale issued Hy;�;/J- Receipt no.. Fax: (503) 598-1960 Case file no.. Payment type Land use approval 1 2 family Simple Complex: 61 W 1 O I K 2 family dwelling or accesson J Commercial/industrial J !Multi-fanuiy J New construction J Demolition ❑Addition/alter,tion/repl:tcxment _J'Tenant improvement J Dire sprinkler/alarm y)Collier, S _ JOB SIIIIT.INFORMATION Job address: (N_ g no.: Suite no.: Lot: Bln:k Suhdivision r pry &.4 t73 'Tax map/tax lotlaccount no.: Project name: _ Description and locattctrt if wo 1�on prVeMises/special conditions: oCinC akiiA 0. oPr<if� FOR SPFCIIAL INFORMATION, Name: i J 1� k > ) f; 1MIM \ r (Floodplain, solar, Mailing address: 1� r ''' "•..l k ' 1 d. 2 family dv►elling: City: 1 , r r State:' 1. 'LII': = Valuation of work................ .... g {'hone: 1=ux E-maily..i.laNttFM+ttths ......... ...,f.. ........... Owner's representative:ve: _ Total number of floors................................. y} � Phone: P NeN dwelling area(sq. It.) ..........................� "L 8 Garage/carport area(sq.ft.) Name: Covered porch area(sq.ft.) ......................... _ Mailing address: Deck area(- � ft.) ........................................ _ -�� -7-71f' Other strur.ture area(sq. ft.)......................... Phone: I State I-mail (-onimercial/industriallmulti-famih: 011 1 LIA Valuation of work........................................ . Business name: ' . Existing bldg. area(sq. f.) ................ ......... C CLIA -S Nest hlde, arer (sq. ft.) ................................ Address: 1672 WILL-I�'C S Number of st( ies _........... ......................... City: ,ZVIV I State Type of construction.............. Phone: S�7• " o I I;u L< � /� 0/ ' I nru l CCB no.: Occupancy grouprs): Existing: / 3 y _ _ New. City/metro he n Notice:All cuntra.tors and subcontractors are required to be l licensed with the Oreeon Construction Contractors Board under Name: provisions of ORS 701 and may he required to he licensed in the Address: jurisdiction where work is heing performed. If the applicant is - --— ---— -- -- exempt from licensing,the following reason applies: City.. _ State: ZIP: Contact person: Plan no.: Phone I ,, [i-mail: a ' Name:(ri94sc'N 1 TL�y/v(C I Contact person:B I/W Fees due upon application ........................... $ Address: /odp)f Date received: City: State •I_IP:?Z2_,&1 _ Amount received ......................................... $ Phone:�jE y b0 �Fax:6Tp.Q/y`] E-mail: Please refer to fee schedule. I hereby certits I have read and examined this application and the Not all jurisdictions accept credit cards please call rynsdicunn fm more mformauon attached checklist. All provisions of laws Vd ordinances goveming this Jvisa ::J Ma,lerCard work will he complied with, ether s �finn or not Credit card numhef f:r<pnes Authorized signature: Date: 21 L� Name of cardholder as shown on credit card Print name:_ ��/��/�� Cardholder stptarure S Amour Notice:This pennit application expires ifit permit is not obtained withi180 days afler it has been accepted ns complete. 440-461.3(6MCOMt SITE WORK PERMIT CHECK LIST Commercial, Multi-Family (R-1 occupancy) and Residential: Please complete all items below, unless otherwise noted. Excavation Volume: cu. s. -- - - -- Grading Volume: ASoils re ort required for =5,000 cu. yds.) Fill Volume: (Fill exceeding 12" in depth shall be compacted to 90% of maximum density cu. yds. Retaining structure? (Check one) Rock 1U CMJ IU Concrete LJ Other `Total new impervious area including all buildings, sidewalks, and paving_ SQ. ft. Site Utilities Plumbing Work: Complete the "TAN" Plumbing Permit Application for site utilities plumbing work. _ Plans Required: See "Site Work Permit Application - Plan Submittal Requirements" attached. The following must accompany this application:__ _ Site Plan with Vicinity Map snowing *Parking (including ADA) and _ _ADA compliance — Lac htinnq Plan Grading Plan and details *Landscaping Plan _ Erosion Control Plan and details _ Soils Rgq.OAf Retaining Structures _— `Does not apply to 1 and 2-family dwellings. - # of Plans TYPE OF SUBMITTAL Required 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 & Re .cue). eldstsVorms\silechecklistdoc 09/24/01 SEE 35MM ROLL # 20 FUR OVERSIZED DOCUMENT I' /YU/OZ FHI 09:14 FAX 503 670 9147 CARLSON TESTING 1Q;001 a rhw n Gi i tec fi n i c a l Wain Office Salem Office Liend Offlcti P.O.ilox 23814 4060 Huds on Aw.,NF P.O.Box 7818 A Division o}Carlson resting,Inc. Tigard,Oregon 97281 Salem,OR 97301 Bond,OH 97708 Geotechnical Consulting Phone(503)684-3460 Phone(503)609 1252 Phone(641)330-91S, r.OnstnYtcn Inspection and Related To^,sts ---�� FAX(50.3)670.9147 FAX(503)589-1309 FAX(541)330.9163 0eCe1711,01-20, 20C2 Albert Shields City of T;gard St„itdir g ',,odes Enforce Tient 1:3125 SW Hall Uo,lluvard Tigard, Oregon 972.23 Mr. Shields, 'I he purpose of tf,ls letter is to provide,you with information regarding the rebuilding of the rockery walls on lots 2 through 10 of the Frickson Heights. Subdivision. We have provided RenaissancH Home_ with a ro-kery wall design and a confirming agreement to observe the reconstruction of the rockery walls. Provided our confirming agreement is signed and rehirned to our office prior to the commencement of work, Carlson Geotechnical will observe the reconstruction of the walls. Thr- general plan for reconstruction the wolfs is to remove each wall, excavate! subgrade: soils to firm material, and rebuild the wall in accordance with our rockery wall design. Once a particular wall Is removed, we will observe the subgrade soils and make the proper re,;orurnendation for over excavation of the suhgrade. Once the subgrade is over excavated, we will observe the keyway, foundation rock, and placement of t1w wall drain. We will also obse,ve compaction of the backfill aggregate, footing to slope (or adjacent well) set backs, arid wall batter. provided these Items are performed in accordance with cnlr recommendations, we will provide a final letter of rockery wall ubservatiors to tho City of Tigard and Renaissance Home_. If you have any further questions or comments, please t:ortact our office. Brian C. Ranney, G.I.T. Geote-hrilcal Staff Carlson Geotechnical Main0mcex"81 seismnAVe. Bend Office Po.i3ex erste aoau Hudson Ave.,r+e P.O.sox 791e A Division ct Carlson es,inr,Ino. Tigard,Oregon 87281 Salem,OR 97301 Bw+d,OR 977C8 Gooteohnioal Consuitlow Phone(I A)684.34150 Phone(503)589.1252 Phone(5541)3309156 Construction InspaMlvn end Related To9t9 FAX(503)eIM9147 FAX(503)589.1;,09 FAX(541)3349163 .. , 1 r 4 , , . , . , Decemtoer 11, 2OC2 Mr. Steve Hunt Renalssanca Homes '1672 SW Willarno'te F-ws -?rive West Urn, O•egon 97068 Confirming Agreement for Construction Observation Servicos Erickson Heights Rockery Walls Lots 1-10 SW Kable Street Tigard, Oregon INTRODUCTION Carlson Geot9chnival is pleased to submit this confirming agrsernent to observe the re-builaing of the upper rockery walls on lots 1 through 10 of the Erickson Heights Subdivision in Tigard, Oregon, We have performed numerous observailons of these rocker/ walls, the results of which were presented in our Summary Report of Rockery Wall Observations dated October 25, 2002. In that report we recomrnend9d that the upper walls be rA-bullt, and ria provided a general detail arid written re(.ommendations for rebuilding the rockery walls. PURPOSE AND SCOPE The purpose of our geotechnical constructior observation services will tw-t, to confirm that t:he rockery walls are re-built In acmdance with the reconunendations contained in uur Surrimary Report of Rockery Wall Ubserva'.iuris. Our spedfic scope of services will include the following: • Observe rockery wall sut)grade solis • Observe boulder piacemNnt. • Observe wall backfil! compaction. Observe wall batter • Maintain periodic documentation of the construction activities and nmvkle meld reports to Renaissance Homes and the City of Tigard. • Submit a final Otter of compliance regarding gebterhnical-related ac.6vities. FEE F:STIMATF It is difficult to accurately estimate our total construction observation r«gas because our involvement w!II depend on tie rate at which construction proceeds, weather conditions, and the number of site visits required. We anticipate that our :4ervices will be required oi) e part time, • f / t 1 f Y F-rickson Heights Lo(s 1-10 Tigard, Oregon Decentuer 11,2002 •• • ' ' ' t f f f • f f N on-call basis during earthwork operations; however, we are prepared to perform full one ohser,-,A;on a,yc.ir reques'. For budyela,)• pu:-j)ocec, .Ye h4.re assumed that each part-time visit will requ'fe a total of 3 hours and will Cost approximately 5325 a.ach. Eacl full time visit will require a total of 3 hours and will cost approximately $050.00 each. This cost estimate includes vehicle mileage, and preparation and review t'me for flnld reoorts. Our construction observation servlres will be coneucted by a mernber of our geotechnical staff and will be billed on a time-and-expense basis. All charges will be provided in accordance with the attached Schedule of Charges and Terra, and General Conditions for Geotechnical Servioes. We are prepared to maintain a high 'ovel of communication will) the involved partles to keep dose control of estimated and actual dernand for our construction observation services. Satisfactory earthwork performance depends to r, large degree on the quality of czmstruction. Sufficient observation of the contractor's activities is a key part of determining that the work is completed in accordance with the construclion drawings and specifications. Subsurface cond bans observod during construction should bo compared w'th those encountered during subsurface explordtions, and recognition of changed conditions often requires experience We recommend that quallfied personnel visit the site with sufficient frequency to detect whether subsurface ccxiditions change significantly from those observed to dMe and anticipated in this report. We recommend that rockerywall subgrades, plac merit of boulders, drain placement, wall baler, and compaction of wall backfill be observed by die project geotechnical engineer, or their representative. SCHEDULE Because observ3tlon is typicaily performed on an an-call basis, this agreement assumes that the earthwork contrartcrr is held contractually responsible for scheduling observation. Obs,rvations should be sr-teduisd a minimum of 24 hours In advance of when you would like tho observation to he pPrfnrrnPd. CLOSURE We rjppreciate the opportunity to submit this proposal and lack forward to working will you Gn this project. Please formally provide your authorization of the work described herein by signing a copy of this proposal and returning it to our office. At your request, upon receiving written Carlso•i Geotechnical page 2 rf 3 r. • Erickson Heights Ws 1-10 rgsrd, Orogon Decen,ber 1;, 5002 authorizition to proceed, we will notify the City of Tigard by letter to inform thorn I.hal we have boon 16tdinc76 to obsr;rvo the .u-building of the walls. Please feel free to call if you have any questions or req-.t:ra iddit c.nal intortnation. Srnrx3rely, CARLSON GEOTECHNICAL Brian C Ranney, G.I.T GootoChnigl Stat'( r rM. Niemer, P.E. al t3cotechnical Engineer nents: Terms end General Conditlons fcr Ceotechoical Services • f • • r • f R R • r f R f • • R • • • • R r R f t R f f R R f • R R • R • • R ♦• R R f R • 1 The terms and conditions of this otter are hereby accepted, and autflorizabun to proceed w,th the above scopo of work is give by the following signature I have secured or verified right-cf- entry for this w k. By-— _ Data Firm Doc itl PAGEOTECHV-1roje:ls(Engrec)%:Ml Prgecw&Ic"m Hevits Subd\ASa ctnhrMrig 2preernsnt re-build rock.vQlls DOC Carlson Geotechnical Page 3 of? Ca r-1 s o n Geotechnical Main Office Salem Office Bend OHlce P.O. Box 23814 4060 Hudson Ave., NE P.O Box 7918 A bivision of Carlson Testing, Inc.- � � Tigard,Oregon 97281 Salem,OR 97301 Bend, OR 97708 Geoterhnical Consulting *. ' ' ` Phone(503)684.3460 Phone(503) 589.1252 Phone(541)330-9155 Construe'on ,nspection and`Rdlared Tests FAX(503)670.9147 FAX(50?)589.1309 FAX (541)33rt-9163 CGT No 60101967.1= Permit No. Unavailable FIELD OBSERVATION REPORT DATES COVERED: O^'obor 21 2002 PROJECT: .:. Ericksor, H3'.ghts Subdivision - Lot 10 ADDRESS: 10600 SW Kable Street Tigard, Oregon BY Brian Ranney, G.I.T. WEATHER: Cloudy, —60'F PURPOSE OF VISIT Rockery Wall Observation Carlson Geotechnical (CGT) Geotechnical Staff, Brian Ranney, arrived on site at 9:30 am as requested by Steve Hunt of Renaissance Homes (RH). The purpose of my visit was to observe the rockery walls located in the back of lot 9. At the time of my observations, the residence was complete. The backyard of the residence had been landscaped. Three rockery walls had been constructed in the backyard of the lot. The upper rockery wall was approximately 4 feet high, had a batter that ranged between nearly vertical and approximately 1 HAV, arid was backfilled with 7ilt soils. I could probe the backfill the full length of my probe (4 feet ) %,ith relative ease The stacking of this wall was generally good. Some of the bottom course of boulders appeared to have been embedded into the subgrade. This wall is not surcharged by adjacent structures. The second rockery wall (down slope from the first, upper rockery wall) ranged between 3 and 4 feet high with a batter of approximately 1HAV The stacking of the boulders in this wall was generally Hood. The wall w-,)- backfilled with 2 inch minus aggregate. Probing of the backfill indicated a medium dense condition of the backfill. The bottom course of boulders for this wall were embedded into the subgrade. this wall is not surcharged by adjacent structures or walls. The third rockery wall was approximately-! feet high, had a batter of roughly 1 HAV, and was backfilled with 2 inch minus aggregate. Probing of the aggregate indicated a Medium dense condition of the backfill. The bottom course of boulders appeared embedded, and the stacking of the wa,l was generally good. This wall is not surcharged by adjacent structures or walls. I left the site at 9:30 am. --- Brian C. Ranney, G.I T. ^I Jeanne M. Niemer, P E Geotechnical Staff Principal Geotechnical Engineer Note: Our reports pertain to the locations observed at the time of ot,r visit only Information contained he ein is not to be reproduced, except in full, without prior authorization from this office. DISTRIBUTION. Steve Hunt, Renaissance Homes. Fax: (503) 670-8663 Steve Hunt, Renaissance Homes. Fax: (503) 656-1601 U1/Ud/U.) 111U 11:U1 rexe 04)j Utv nirl ..u♦vaV., I� kOCK SIZE SCHEDULE (Eq".=250D+250)1-c.; ROCKERY WALL DESIGN '1 (FT) I MIK.WT.(LBS.) T-YrICAL SIZE (IN.) MAXIMUM WALL HEIGHT(H) =4 FEET 4 1,--CG :4 X26X 18 DRAWING NOT TO SCAI-E _25X25X25 3 T 1,000 J 28 X 25 X 16 _ 22 X 22 X 22_____ 22 X 19 X 14 1 EVEL TO 2H;1 V MAX.SLOPE M _ '>> 16X18X18 \ COMPACTED SILT OR CLAY SOIL (12 to 24 INCHES U `e THICK) 30 61 ABLE TEMPORARY CUI MIN.WT. `�" (SLOPE ANGLE VARIES) H 250D4250 °yy�,cjvp.>r�,V,G •T S:c:.�' 4^.0 CRUSHED AGGREGATE, PIR is, .., �^,C)� CUMPACTEb IN 12 INCH LIFTS 0.3511 /1� 11/2'-OCRUSHED AGGREGATE WITH NO MORE THAN 7%FINES �K( �7 PASSIIJG THE No.200 SIEVE. �/t y h LIG,iTI_Y TAMPED 'JAN n ?403 6 1N. — . ,1: d. �•:�� /__ _ �; : �: : , w - tin _ 4 IN.DIAM,MIN.PERFORATED PLASTIC PIP[ CITY OF SCHEDULE 40 or ADS HIGHWAY GRADE eOLpONIS t)IVIS1pN KEYWAY 0,01H MIN, FOR IOSHA STABLE ROCK, 0.5H MIN.FOR IOSHA'TYPE A"SOILS,AND CONSTRUCTION NOTES 0.61-1 MIN. FOR K)SHA"TYPE B•SOILS 1. For walls supporting engineered fill,the fill should be overbuilt and tho,wall mristnicted against an excavation into already compacted fill. 2 Keyway sub -„ and embedment depth should be verified by CARt.SON GEOTECHNICAL 3 Rocks shou a c iNcEil,tabular,of semi-rectangular shape that roughly mathlres the space created by the previous rock averse. Rodes should be laid flat with the long dimension od©nted perpencildular to the wall and extending towards the excavation face. Rocks should he staggered such that each rock bear;on at leas two rocks below and vertical joints are discontinuous- Ro�.k placement and wall integrity should be diedked(by builder)by lightly hammering on the top of each ruck with excavator bucket 4. Minimum rock Sizes should he determined using elle ROCK SIZE SCHEDULE above,where D is the d stance from the base of the rock to the top of the will Rocks should be no smaller than 500 Itis. .; Volds greater than 6 inches wide where there is vu contact between adjacent rocks should be chucked with a small rock. 6. Brickfill behind tie rocks should consist of an average 12-inch-wide sheet of 4"-0 well graded rlushed aggregatp with no mare than 7%fines pa.ging the U 6 Standard No 200 sieve Backfin should he placed In lightly compacted to an unyielding state In 12 Inch lifts has each course of rocks Is placed. Carlson Testing, Inc. P� P.0. Pox 23614 Erick Son Heights Silr: Tuesday, NovembFILE COPYer O5, 2002 CITY OF TIGARD OREGON Robert D. W�aod !'P of Co:�s1rcct�oh \ 1 \ Renaissance Properties 1672 SW Willamette Falls '-)r. West Linn, OR 97068 RE Erickson Heights II, Retaining Walls and Dill, Futs #2-10. Dear Robert: Thank you for your cooperation in taking steps to resolve the issues concerning the rockery retaining walls and fill on Lots #2 - 10 at Erickson Heights 11. Permit applications and plans regarding the subject walls and fill have been received by the City of'Tigard. The lot numbers, street addresses, and permit numbers are listed on the attached exhibit. The City recognizes this submission as meeting the timeline requirement set forth in the September 24, 2002 Notice of Violation letter sent to Renaissance but, as you know, the application and plans do not resolve or propose corrections regarding the issues raised about this site in that September 24"' letter from the City, the September ITh report from Kleinfelder, Inc., or the October 21" report from Carlson. We will accept these plans as a pro-forma submission pending receipt of revised and updated plans upon which we will conduct a formal plan review. Please submit plans revised to address and correct the issues and concerns raised in the above letter and reports. We have not yet assigned a permit number to the application for lot V, 10690 SW Kable. The two rockery walls on that lot were included in the original plans for the subdivision. if corrective work on those walls is required before the design engineer, Carlson, can verify the adequacy of their construction and issue a final acceptance letter, please let its know and we will is%te a permit on this property. If Carlson is able to approve these walls as having been constructed in accordance with their original plans and will issue a final acceptance letter on them, specific for this lot, please forward that letter to us. Please note that the City's September 24"' letter provided 30 days fur submission of the permit applications and it total of 90 days or 60 days additional torr completion of all corrections, including plan review, construction, inspection, and approval. As of today, November 5"', 52 days remain of that 90 day period, which ends at close of business on Friday, December 27, 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 e e 2002. Please note further that final inspection approval will require submission of a final acceptance I.tter Vrcm :he cEcsign crgtncer(s). Sincerely, Gary Lampella, Building Official cc: Steve Ilunt, flap Watkins, Albert Shields • • 1 1 1 1 . I .• • . 1 1 • 1 1 1 . • 1 I . . 1 • • t t . / i /•. •.• 1 I f l f 1 1 1 ERI UKSON HIZICIVI'S fl. I?ET_UNI.'V WALLS AND FILL Lot NPermit No. Street Address 2 SIT2002-00028 108.56 SW Kable St. 3 SIT2002-00029 10832 SW Kable St. 4 SIT2002-00030 10810 SW Kable St. 5 sIT2002-00027 10788 SW Kable St. 6 SIT2002-00031 10722 SW Kable St. 7 SIT2002-000XX 10690 SW Kable St. 8 S1T2002-00032 10652 SW Kable St. 9 SIT2002-00033 10630 SW Kable St. 10 SIT2002-00034 10600 SW Kable St. f December 31, 2002 FILE U. 0 P CITY OF TIGA RD Renaissance Homes, Inc. OREGON1672 Willamette Falls Dr. West Linn, OR 97068 Re.- Rockery kAlall Construction with Associated Fill Dear Mr. Hunt, The rock retaining walls and associateG fill for Lots 2, 4-6 & 8-10 have been reviewed and approved per the design by Carlson Geotechnical and your agreement with them to monitor placement of the walls and the compaction of the soils on a continuous basis. This agreemen! is a condition of approval of the plan review and is included as part of the permit document package. Carlson Geotechnical shall submit daily field reports regarding drainage, wall base compaction, drainage, fill compaction, and fill slopes. At the End of construction on each lot, they must also submit a final summary report that verifies the compliance with their design and the acceptance of all supported fill at each retaining wall. This will assure the owners, developer and the City of Tigard that the terraced slope and its component elements are now and will be stable in the future. A City of Tigard Building Inspector will also make regular peric;dic visits once you have commenced work. Please notify Albert Shields as you begin work on each lot. His phone number is 503-718-2426. The fees for these permits reflect only those pertaining to issuing each permit, and do not include any investigation or penalty fees. This will be addressed under separate cover by Albert Shields who does our uniform code enforcement. It is important to note that there is still an open enforcement case at each of these lots, and there will be no final approval by the City u..t.. ino:.Q rases are resolved, and all fees paid, lot by lot or en masse. Sincerely, /fcl , Darrel "Hap"Watkins l ,2 Inspection Supervisor Cc Robert Wood, Renaissance Homes, Inc. Albert Shields, Codes Enforcement Officer 0 Owners of individual properties f (� 00 13125 SW Hall Elvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 MST BUP ---- --.—_ Received --------—_ _Date Reque ted -�/'C AM ___ PM _.____.._ BUP Location -_ ��1-�C� � �?�.._____.----- Suite-- -- ----- --- MEC -- Contact Person _ " ---------___-- Ph (------_-_) ---------_ ._..__ PLM Contractor----— — --- -- - --- — Ph l—--- ) SWR BUILDING Tenant/Owner _. ELC Footing ELC _ Foundation Access: - - Ftg Drain ELR Crawl Drain Slab Inspection Notes: — SIT Post 3 Beam Shear Anchors --- ---------- Fxt Sheath/Shear Int Sheath/Shear -- ----"-"-- " Framing Insulation I / Drywall Nailing -_— Firewall Fire Sprinkler — Fire Alarm Susp'd Ceiling Root Other: - ---- � -__-_-------___.-_- -- -- Final ,—------.. ------- -- _--- -- - SS PART FAIL --------- PLUMBING F'ost& Beam -'-- Under Slab _....____- -__ 7 _ Rough-In / Water Service Sanitary Sew-.3r --- - ---�_ -------�----- Rain Drains - --- - Catch Basin/Manhole --- - -- Storm Drain - Shower Pan Other: -- -- Final _PASS PART_ FAIL ---- - - - --- --- - - --- - -- MECHANICAL Post 8 Beam Rough-In Gas line Smoke Dampers ------ Final - - - PASS PART FAIL --- - - -_ - - - -- -- FLECTRICAL Service Rough-In UG/Slab Low Voltage Fire Alarm Final ❑ Reinspection fee of$__ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL IT - — IJ Please call for reinspection RE Unable to inspect-no access Fire Supply Line ' ADA // (//1�-' ApproactttPART Sid"talk - ------ Inspector - �_-_ Ext --- nlk in DO NOT REMOVE this inspection record from the job site. A S FAIL GJ4/11/2RR3 11: 19 X832286222 BLAKE AND DI CKLER Fyar;E rite, 04/10i2nO3 14:29 FAX _.. DUNK CAFUMV Heol J_ -- G[-0PAC;iFX0 ENG PAGE 02 rt�Ia9l20ea 15:�1 fi0?15�aBg7F15 OOP b Real-World G•ntechnlcal 8n1utlon% lnvoodgatlon,Design-Construction Support April 9, 2.003 Projocl No, 03-8207 Reeve Hunt Renaissance HomoF, Inc. 1672 Willamette FrOs Dnve FILE COPY Wast I Inn, OR 97068 Fax(503) 66r,-1601 S1,18JECT: INITIAL ROCK WAL_I EVALUATIONS LOTS 2.4, 6, AND 6.10 ERICKSON HEIGHTS TIGARD, OREGON This letter pritsents our inItIAI tssessrnent, finding!%, and conclusions of the shove reterencvd rock walls 1-he main purpo4e of ttlis initial work phase was to gsrierate cross seclions of thea wall topography on the, lots In quest'ori and generate a short letter report grouping th® InLcl based on slmilrarlty and complexity of slope geometry. This letter also nutlines prallr,tinary conclusions with pnsnlble recommendatlons for either further site Ir,vestigetlon for the rriorglnal And complox configurations or irrlrnediately assessing the deed for mronstruchon on the obvious and simple+ configuration.. We understand the tiered rock wall system throughout Lots 1 through 10 was constructed within thea (fast few yearn. The overall rslief Is the tier©d rock,Bry walls Are about 15 to ?0 feet over about 20 to 40 feet horizontal. Concerns have been wxpressed about the stability of the upper rock wells, which were not rangineered, but may be surcharging engineered lower rock walls below. Lots 1 and 5 have already bean addressed by others and subsequently corrected and therefore are not a part of this minnrt. FIELD WORK Our fiel(i geologist generated field sections of the rear yard geometries using a h ,nd tape and slnpe Incllnomstsr The locations of the cross section locat(ons tare shown on Figure 1. Cross Sections are presented on rlqurss 2 through 8, Some hand prvbinq of the fill on the sloper;was performed. In general, the iowpr two walls appear to have beF n founded on engin©ornd fill placed during site development The grading plan by Harris McMonagle Associates appears not to be accurate for many of the I;)ts, i,o more fill le present farther bat* on tho lot than is silown; and the fill likely extended to the brAsent grados in the area of the lower two walls. CONCLUSIONS The upp©r twD walls on I of 2 are ohvlously too close to the second wall to be considenid in conformance with standard engineering practices. WQ r©commend removal of the upper two walls nn thls lot ohd replracemant with one 6-fcxA tall wall at the Incetlon shown In accordance with the attached d®slgn (sae Sectlon A-A' and rigl!re b) 0SnP7cif1c F'orild review the subgwde, retained fill, and new wall during reaonntrijebon. j 3123W Durham Rned lel (50.1)6108 1445 Portland,Orn9nn 972-74 rem (603)59A-A703 F14/11/2003 13: 19 5032286222 BLAKE AND DUCKLER PAGE 06 o4/1oi20n3 14:26 FAX DUNN CA)UIEY Ijd1004 - _ _ ! _ .._.. GF.t7PAGIFIC ENO PAGF_ 63 04/09/2003 1531 5635998705 OMPACTIC ENOINtERINd,INC. Proposal No, 03.6207 Frickson Heights Rock WaIIA Lots 3 and 8 require rather extenslve further study, analysis and rercediating design We can provide lot-specific work scopes for these two lots upon request. Much more study and time will ba neutissary to evaluate these lots. Lot$ 4, 6, and 9 need minimal further evaluation Ir cludi, g hand-.excavated test holes, global stability nnalysis, rind more complete evaluation of rnckn,wall consU,uction. We are providing a propoBal for this eddltlonal work and estimate twu weeks for complAtions of studies on these lots, In our opinini►. Lot 10 needs no further study and the existing walls are adaquate as built. The walls on Lot 10 appear to hove been mostly constructed during the development stage and where reconstructed, In g©neral accoMAnce with the original wall detail by Carlson Geotechnical. / Within the limitations of scope, schedule send budget, GeoPndfic attempted to execute our services in accordance with generally accepted professiumil principles and prraatir-es in the field® of geotechnical ungineering and engineering geology/ at the time the report was prepared. ;sincerely, GEJPAciFic ENOINEERIN0,INC, 147'43 �I► Lam'- .�-�� OREGON d4� � ✓� � R tM�� 1'rr h,'TA-o3 JamAF D. Imbris, P,E., C.6.©. Prindpal Gcotechnlcal Fnglneer Attachments: Figura 1 - Site Plan Figure 2 through 5 -Cress Sectiols A through H Figure 6 -Rookery Wall Detell 6-Foot Rockery wall Deslgtr Pups 2 04/11/2003 13:19 5032285222 BLWE AND DUCKLER PAGE 07 ni/10/2003 14:29 FAX ___ DUNN CARNF.Y lapos 84/y9/2903 _1„�"�l �®359 WOPAGIFIG ENG PAGE 04 S SECTION LOCATIONS -10 IIs'.... .fir, r/ / �, ,.. + r.•” ., �j.. - - ..ri•' ';",'�,i�]�Q6 tM�• Y "'• ✓.0 or - '�1 _ -,.e� � � .. •� r.. ,��. +Mfg •r^''��r,L', 721).+'^ i _ 1 _'�. .r-►�- r' ,,,,-:--r.,'1 - ...... ..ter.... Jam':f r�� _ ....,•�� ,_ e�^� -•-- _,. .,,._ �.��,,,,/�'. ..moi /.r .A'Z 'k--_+„r.^.J'.^%'�! �+ ---.:•i--� �-+ .rr Z' ✓...rY-, 'rJ�� i + � lIA�� ..•lL-. ^..�� - -q✓• '/r•''. ..�►- '�^' r-Crd'r.�+�'' ..�pA'.I-� -. ..- a'— _1.1�I ...F P~ - _ •3K+. rte+�+jy'G - ..w� - '�I _ to 'fA11- 97 00 T-O.W.--294.00 1 '' --2, 00 G+ T. ,W.—�2A8.Q0 T.o,y�t.-2X4 nc 9:1.00 1�,O,W.-290.0 QB.(7i.W 289.00 � B.O.W.-284,00 � B.O.w. .Or --zga oo 9c�.00 Cs� Jzae.a -254 ') 284 00 B.o,W.-286 00 ROA-284.00 s.O.W,-282.00 a.o w. 281.oa vAtn a+MoIota Project:Erickson Helghts Grew-,by, �JK Tlgard. Oregon FIc�uHF Praj©pt No,0:18207 04/11/200:1 13:19 5032295222 BLAKE AND DUCKLER PAGE 08 DIT NN CAR 4EY W000 o4/10/2003 14:30 FAX J �. - G[_fJPACIFIC ENr pqc11 05 04!g'�/1cJ03 15:31 5035988705 SITE PLAN AND CR S 3 -760 �� ►ice• �w ` " Rr,. ` gXt rte.. 54, :,.....(.`` y �1y �e.t`�� ►s`-1 �\ -s, �. rr� ltPF,_J.24;II0 A_ CCi �„✓ •+�^` 'K` > U�' rte.• ;! �� `:J,.��.•..;!'��` �•,fix``" ,�� _`�• �\` �' �:,`r,... __ _. >"�-`.....�,^ .. _ ..Qw ��»� f�. \\��, \` 1 ��"til x,. `� _.. ... �•' ��` ',y�L :��.... ,,\'+,�~�. .;••yam/ ��. � � :`�.\` �j, -.... �� '� �`- '�--_, - �"" "" "-�i"`p_ _"`"r-� ��'`�-Y't�-``� ..�1,1. A • 1\`,�' ` ," ,�`�,.. �\ •w.-1r .tea .. ,, •... .�+� •". ti� � "ter,.� ��, \��4 _Zhq/T� Sf ��►^ .-. _' �. ii �. �,� C� _ (] - j� - " �.." yT. ',w:1'�il•�.�T,•�\'` ��,-^+�'•.�`aJ � •~••!�•'-�•��.�.�•_-_� '1- -- ,moi... .... _ .. _ T.o,w.- 29B4O t.O,W.- 298: t o. SEE SHEET t �� F B.o.w,-294,ou_ 8 o W.-294.�o � N(7RTH SY�a.LE GRAD IM'w AILS 2 T,Cl,W.- 294.00 Z T•O.w.- 29406 1 E3.rW. 1.oU Q.D.W, 294.op (? f; p � 7.112 GVV Durham noad 0 50 partlnnc+, Oregon 972?4 Af nRbXIMATE SCALE 11w60 Tel:SCIAnS 844s Fax- 503.50H.8705 J 04/11�/2HEi 3 13:19 9032286222 BLAKE AND DUCKLER P46E H'l 04%lU/2u03 14:31 FAX DUNN CARNEY Idl007 194/69/2003 15:31 `y50359B67Ag GE:OPACIFIC ENG PACE 96 T' 7312 SW purham Road 6i80 Portland,Oregon 97224 CROSS SECTIONS A AND.B Tel; (603)15AA 6445 Elevation (Govt Ah"PAI) A Pr4x sed 8'Rock Wall 315A (sea Aluchad Dotal) A'315 X10 Na'urQI Grade 100 Prapased Fin sh ad Grade (H°M`-McMrnatfle plan 300 dalrad April 1999) 29 285 Property Un Lot 290 Elovalion treat♦troru Mtrl.) 310 B Uviing Grady g' '\ --- Pool ,405- J `- 305 Ptnpmed Finishad Draft (Harns MCMons9fte plan 305 datod April 1999) 300- 300 Natural Grads - '�- 705 r. ~_ Property Lln 285 ?90 280 2A 5t— Lot 2 285 0 10 l SCALE 1"-1t)' Eurimntal -VerUc-.A( Drite 03127/03 Drawn by; EJl Pro.lect'Eriokaon HmIghts - Tigard. Oreport JoU Nu: 03^19207 FIQURE 2 04/11/2003 13:19 5032295222 BLAKE AND DI_ICKLER PAGE 10 04/10/2003 14.91 FAX, DUNN CARPlEY Qinng 04/09!1003 15:31 S3359BB705 uiLYPACIFTC ENG PAGE 07 7312 SW OUtham Road f p M Portland. Oreyun 97224 CROSS SECTIONS C AND D Tel- (503)598-8445 Elovetlon (Feer Ahura M!i_1 310• __— C' 310 30�- 306 300- \� ~`�� Exlarinp 4rnrin _3UQ Nelurel Grade \ 295 Prup iced lnIghed erode 290 (Houle-McMonagle plan dutnd April 1900) Prope0y Llrn" 290 28 — --� L-levetion I�Nt Ahavn 451,1 p Hc+uee U,310 �\v 30,17— Exbtu+g Grade 300 Prupoeed Finished Grt{de (Her-1s•McMonagleplan 3ri0 d=April 1999) 295 NeturarOrede �_ `~ _ PS _l 2 W 2P5 Lot 4 lU SCAL F 1n=10' Hu lZnntal a vertical Dale- r*9fmv Drawn by, EJ_ ProJer.-t:Eric:kacxl f leight� Tigard, Oregon Job No: 03-6207 FIGURE 2 04/11/2003 13:19 5032266222 BLAKE AND DUCKLER PAGE 11 04/10/2003 111:31 FAX _ DUNN CARNEY U009 N4/09/2BB3 15:31 5035588705 C4.TPACIFIC ENG PAGE 00 7312 SW E)urham Road OP ' Portland,Oregon 67224 CROSS SECTIONS E AND F Tel: (603)598-8446 Elevation (F�wr Anew IInL) r 310 310 v c j04 � 308 6>Asting Grade 700 I reposed FlnlehAd Grate 300 (Halle-MoManagle plan dated Aprtl 1909) 295- I 295 Natural Orada �� 290 280 Property Una Lot 6 Elevation (Feet At"MSW 3t16 � E 305 Efiati g rrado Nnuse snn- tfllp:e; `Fropasad Flvara is �- 28 ,Herrin-MoManade plan 295 doted April 1999) 29t7 Nebnal tirade l90 28 -285 - Property tine Lot 8 0 10 SCALE 1"-10' Dmuv 0312710 Horlmntal-m Vorilml Drawn by EJL Project:Fr1ok5on Heights Job No. 03-8207 FIG- 1 IRE 4 Trgard. Oregon 04/1]/2803 1 '1: 1'3 5032286222 BLAKE AND DUCKLEP PAGE 12 04/10/2003 14:31 FAX DUNN CA IMY 0010 04/09/2fl03 15;31 58359flt379B GE-OPACIFIC ENG PAGE E ' 7312 SW Durham Road 0-01*0pr_ Portland, Oregon 97224 CROPS SECTIONS G AND H TeL (603)598,8445 Elevatlon (c«l Aeow N8.i 300E 4`"`� G 300 EMU g erade 295 295 Prnvaead Flnlahed Graa3 (Na(M&MCMona le Plan Naturml r:rbdo dated April 78A9g 290 285- 2A5 180 Prnpyrty Una rR0 Lot 9 �Ir►vetlon (Feel Ah-s 980 300 H 3j 295 Propaead shed Grpd (Hwlo-MuMonayle a 2�5 phn 6xte OrsdA Howdatad April 1699) 20 20 Nntural Grad! za �— za5 Pao ~�� •rty lino 280 275L--- ---- Lot IQ ?7� 0 1(i i SCALE 1"=10' Harizontaal =-Vertical tete, 13/17 a3 nrawn by: UL Prnject'Erickson Heights lob No. 03 8207 FIGURE 5 Tigard, Oregon 04/11/2003 13: 19 5032295222 BLAKE AND UI_Ir_;KLER FADE 1 04/1n/non 14:91 FAX -- DIINN CARNEY tholi G'(,-OPACZFIC EMG PANE 16 134109/2003 15:31 5t9�S'THEt X85 ,� 7312 3W Durham Road Erlckeon Heights Lot'l Op �C f30rtlnndr Onagers 81224 Project No.03-820'7 FIGURE 8 To, (1501)59K4445 Fax-(503)698.6705 POCK SIZE SCHEDULE(Sea note 4 glow) ROCKERY WALL DETAIL D(FT) M11-J.W I, (Lf1S-) X T`fl'ICAL 517E(IN.) MAXIMUM WAI-L HEIGHT (H) 1; FLE f 1 1,o0A 32 X 27 X 20 DRAWING NOT TO SCALE 2hX2323 3 1,800 40 X28 X 20 D Is dletance from baso 38Y 27 X 2/ of boulder to top of wall 548 X 32 X 22 (n w H for toe boulder) 2,800 40 X 29 X 20 7 000 54 X 34 X24 - LE1T-I-'to zil 1V MAX.%OPE 48 X42 X 42 -- 'r CCMPACTF0!1L1 OP -.a r7LAYSOIL(1210 2d INCHES THICK) e� gid• •n aln•,n 14 .� �• STABLE TEMPOPARY rUT al.r'��:. '9' (SLOPE AN3LF VARI65) if H n p r 4 10V-- 4'-4 C R U S I IEU AGGREGA IF LIGHTLY COMPACTED IN 12 INr,H Lin 5 Pr Ulf �1FV PE°R SECTION A A' _ to6 BOULDER -° 41.0 OR 1 IU"-U UKUSHI;D t?IN MIN MIN.W10tH=4 Ft AGGREGATE WITH NO MORE THAN 1%11 FINES PA591N0 THE NO.2UU SIEVF, 1,I3HTLY IAMPFD 121N.MIN \� 0 gr4INCH DAM PrRFDFRAjSo PLASTIC FIF'L [41111�MIN.KF F Y AI35 HIGFNVAY GRAOR OR EQUIVAI FNT WIDPI= OFT --CNSTRUC1ION NOTES 1. Fnr walls sup�ortlnq unginearnd 11111.the Oil mhould bn overbuilt AS a tntnporary IH!IV slope Rlartlivg at a mlr,knunt dl;tance of 1113 frnrn thn bnsn vi ttie well The cJnpe should then be trimnind hack such that the wall In constructmd agalml:a stable aircavete:i face of cnmpnrtnd 1111. 2 Keyway subgnade and ambedrnent should be ver Gad by GeoPacdic Fnpinoaring,Inc. 3 Rucka ahauld I,ave a ciihlral,tabular,ar eeml-rodsnpuldr Shape butt fang*Matchan the Space cmatnd by thn prrAove rock counoi. Rocks shnuld be laid not with 0-to long dlmenslon orientsc!parpnndlouler to the wall and extending towards the exotn•atlon face. Roaku should he alugpered such that each rack benrg on st tempt two roc ke below enu venutll 10WIL9 are dlscontinuous. Roe* pinaomant and watll Integrity should be ahenkmd(hy buildtr by llghlly hsmmRdng on the tnp of mach rook with excavator bucknl. 4 Mlnlmum rock olzmi nhuuld be dr terminad uaing the ROCK 91ZE'arHEDULE ebnva,vAvne D is,NA dltuanou Rum the harp of J)e rock to bn plek and tit,the lop of the Wall, Rnr1r9 Should bn no srnmllor than 1,000Ibu. Voldo greater than fi Inches Wdu where thm Is no conlary between adlaeent rocks should be chlrked with a small recti. r7' Bar1AUl 48Nnd the mc1;e mhoulo cotielr+l of an avnr.Vn 12 ifmh-Whlo ensat or 4"-o crushed©goregmta with no more than 7%finm pausing the IJ S.mendard NM 200 shun rlaridill 4hould hrl pllr•ed In 12 inch Ift and Ilghtty con parted to mn un&Id!np state ie mach cuurse or rocks Is placed. _ 04/11/2003 13:14 50,32286222 BLAKE AND DIICKLER PAGE 14 04/10/2003 14:12 FAI. DUNN CARNEY Ipiz 04/09/2963 15:41 5035989705 RDPACIFIC LNG PAGE 11 All valuer Psr Mot of mall All Values par foot of WAII. W810W 01 Rnek' 134 pcf Heel Bearin(I■ 960.7 psi < 2600 pest OK Cnatllalanl rtlfridlpn 0,5 foe 9earlllg a 125.7 pal 0 pet OK Pewlva PrOasure 378 pd IF F,P. 50 p&f Area- 9,0 R' Surcharge 1 t1 e- 0.7no 11 Allowable usadng 2!100 psf F.ti 0venuminp 1.e Es.Ove1lURdng= 1-el 1.5 OK F-3.VIding 1.5 11.51 1. OK as tur 4 ;1 111 6 A H2 1 R I1 4R I ' p2 "I d1 1 A �\- Y 1.67 R I dm, 2,01 It r12 1.75 n A batter an Ir, 14.04 deaytae� HI I All valuos er fool of r+erit A �bjA OvdrLiming omen( 4003.3 IG ft WdUV Fn" 1515.0 pounds _ r y,i Yn VoRlcol N'elphl 3259,6 pounds Fioelallr,p 1.lnmenl 0696.3 Ib-ft Resisting 1--nevus 750.0 pounds Ruaiobno 11Uding 1679 7 pounds -- -6.— I utaL39din .Iu(aL39dln>1 f+.enlewrvcj 23 9,7 -mV4 An Celculatlone aro per That of.pall Uosriumin0 Moment x mprA'(41t. +p' (( R n M I. (ott 1h.)'(en.+ 0012)-4083.3 Ib.-M ,VdlrM Force■boper'(6R.4 11t. '2/2+50po1'0.6 •pt+lft)=1n7S.0pounda vertloal Welgihl■134 pc/'(4 ff-(8R♦1ft)•(6fl t 1 fl)'(tan 4,29)'(9 R+1 fM--32,9.1(wunde r001611inp Moment-32S9.5 Ib•z0 A.►9566.5 8fdt ReMstlnq 9pdinp o.s'3200,9 Ib-!nap 7 pnunds Fanrrhw Reclaianco a 376py'(10._tR,N/]■7$0,15 pounds 'r,ytel 311d1ng Roolatanrn=750,0 rn 1629,7 lb■2378,7 p0unde N--Iver Mfl10-aremn(1/4)' 1801 PI o 14.04 degrees �.S_Ovur u"ing_6808.1 lb-n.140s3_3 t.=1,n1 t-S.elfAng- 13En I Ib/1010 7 Ib a I fiI CITY OF T I G A R D MASTER PERMIT PERMIT#: MST2000-00533 DEVELOPMENT SERVICES DATE ISSUED: 12/21/00 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 SITE ADDRESS: 10600 SW KABLE ST PARCEL: 2S110DA-04900 SUBDIVISION: ERICKSON HEIGHTS ZONING: R-3.5 BLOCK: LOT: 010 JURISDICTION: TIG REMARKS: Single family detached, Path 1. BUILDING REISSUE: STORIES: 1 FLUOR AREAS —REQUIRED SETBACKS REQUIRED _ 'LASS OF WORK: NEW HEIGHT: 25 FIRST: 1,873 at BASEMENT: of LEFT: 29 SMOKE DETECTORS: Y TYPE OF USE: Sr FLOOR LOAD: 40 SECOND: 1,725 of GARAGE: 168 at FRONT: 23 PARKING SPACES: TYPE OF CONST: 5N DWELLING UNITS: I FINBSMENT: 947 at RIGHT: 10 VALUE: S 395,508 00 OCCUPANCY GRP: R3 13DRM: 5 BATH: 4 TOTAL: 4,34500 of REAR: 37 PLUMBING SINKS: 1 WATER CLOSETS: 4 WASHING MACH: I LAUNDRY TRAYS: I RAIN DRAIN: 100 TRAPS: LAVATORIES: 6 DISHWASHERS: 1 FLOOR DRAINS: SEWER LINES: Io0 SF RAIN DRAINS: I CATCH BASINS: TUBISHOWERS: 4 GARBAGE DISP: 1 WATER HEATERS: 1 WATER LINES: 100 BCKFLW PREVNTR: I GREASE TRAPS: OTHER FIXTURES: MECHANICAL FUEL TYPES FURN<100K: BOIL/CMP<3HP: VENT FANS. 7 CLOTHES DRYER: I GAL FURN>e100K: 1 UNIT HEATERS: HOODS: 1 OTHER UNITS: 2 MAX INP: btu FLOOR FURNANCES: VENTS: I WOODSTOVES: GAS OUTLETS: I ELECTRICAL RESIDENTIAL UNIT SERVICE FEEDER TEMP SRVC/FEEDERS BRANCH CIRCUITS MISCELLANEOUS ADD'L INSPEC rIONS 1000 SF OR LESS: I 0 200 amp: 0 200 amp: W/SVC OR FDR: 1 PUMP/IRRIGATION: PER INSPECTION. EA ADD'L 500SF: 9 201 400 amp: 201 400 amp: tat W/O SVC/FDR: 00 SIGNIOUT LIN LT PER HOUR: LIMITED ENERGY: 401 600 amp: 401 600 amp. EA ADDL BR CIR: SIGNALIPANEL: IN PLANT MANU HMISVCIFDR: 601 - 1000 amp: 801+amp%-1000v: MINOR LABEL. 1000•amplvolt: PLAN REVIEW SECTION Reconnect only: >•4 RES UNITS: SVCIFDR-225 A.: >600 V NOMINAL: CLS AREAISPC OCC ELECTRICAL•RESTRICTED ENERGY _ A.SF RESIDENTIALB.COMMERCIAL _ AUDIO 6 STEREO: VACUUM SYSTEM: AUDIO&STEREO_ FIRE ALARM: INTERCOM/PAGING OUTDOOR LNDSC LT: BURGLAR ALARM: OTH: BOILER: HVAC: LANDSCAPE/IRRIG: PROTECTIVE SIGNL: GARAGE OPENER: CLOCK: INSTRUMENTATION: MEDICAL: OTHR: HVAC: DATAITELE COMM: NURSE CALLS: TOTAL N SYSTEMS: Owner: Contractor: TOTAL FEES: $ 8,465.68 This permit is subject to the regulations contained in the RENAISSANCE CUSTOM HOMES RENAISSANCE CUSTOM HOMES Tigard Municipal Code, State of OR Sprecialty:odes and 1672 SW WILLAMETTE FALLS DR 1672 WILLAMETTE FALLS DR all other applicable laws All work will be done in WEST LINN,OR 97068 WEST LINN,OR 97068 accordance with approved plans Thi;permit will expire if work is not started within 180 days of issuance,or if the work is suspended for more than 180 days ATTENTION Phone: Phone: Oregon law,Cgi6res you to follow rules adopted by the Oregon Utility Notificat on Center Those rules are set Raft N: LIC 049955 forth in CAR 952-001-0010 through 952-001-0080. You may obtrin copies of these rules or direct questions to OUNC by calling(503)246-1x87. REQUIRED INSPECTIONS Erosion Control Insp 8, Slab Insp Footing/FOundation Dr Plumb Top Out Exterior Sheathing Insl Gyp Board Insp Grading Inspection Post/Beam Structural Plm/undslab Insp Electrical Service Low Voltage Rain drain Insp Sewer Inspection Post/Beam Mechanica PLM/Underfloor Electrical Rough In Gas Line Insp Water Line Insp Footing Insp Underfloor Insulation Mechanical Insp Framing Insp Gas Fireplace Appr/Sdwlk Insp Foundation Insp Crawl Drain/Backwater Mechanical Insp Shear Wall Insp Insulation Insp Electrical Final Issued By : Permittee Signature Call ( 03) 639-4175 by 7:00 p.m. for an Inspection needed the next bus'ness day CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: S121100 00365 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 12/21/00 SrTE ADDRESS; 10600 SW KABLE ST PARCEL: 2S110DA-04900 UBDIVISION: ERICKSON HEIGHTS ZONING: R-3.5 BLOCK: LOT: 010 JURISDICTION: TIG TENANT NAME: USA NO: FIXTURE UNITS: CLASS OF WORK: NEW DWELLING UNITS: 1 TYPE OF USE: SF NO. OF BUILDINGS: 1 INSTALL TYPE: LTPSWR IMPERV SURFA,"E: Remarks: Single family detached Owner: - - FEES RENAISSANCE CUSTOM HOMES Type By Date Amount Receipt 1672 SW WILLAMETTE FALLS DR WEST LINN, OR 97068 PRMT CTR 12/21/00 $2,300.00 27200000000 INSP CTR 12/21/00 $35 00 27260000000 Phone: .503157-X80,00 ;otal $2,33.5.00 Contractor: ...... Phone: Reg #: Required Inspections This Applicant agrea;to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the date issued The total amount paid will be forfeited if the permit expires The Agency Hoes not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given. the installer shall prospect 3°eet it all directions from the distance given If not so located, the installer shall purchase a"Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENT,ON 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 952-001-0030 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987 Issued by: _ �, 'l ; - 's — �- - Permittee Signature: - --- --� Call (603) 639-4175 by 7:00 P.M. for an inspection needed the next business day Building Permit Application DatcrecelveE: 4a-1-00 • Lit of Tigard -- City 1'rojecuappl.no.: Expire date: t'rJTigard Address: 13125 SW Hall Blvd,Tigard,OR 97223 Date issued: By: Receipt no.: Phone: (503) 6394171 Fax: (503) 598-1960 �,�(� tq p-DO?G Case file no.: Payment type. i Land use approval: 1&2 family Simple Complex: yr OF PERM7� 111(I &2 fancily dwelling or accessory U Commercial/industrial U Multi-family New construction U Demolition U Addition/alteration/replacement U•Tenant improvement U Fire Sprinkler/alarm U Other: ._ JOB SITE INFORMATION Job aduress: iQ(p 6W Kt -E ST Suite no.: Lot: 10 Block: Subdivision: 14¢j.- _ Tax map/tax lot/account no.: --- Project name: Description and location of work on premises/special conditions: 1:,0►.�S'�VLj �,?1—��L F"la F Name: _ Mailing address: �j 1 da 2 family dnelhag: City: ►J11" I -�1� State: 'ZIP: 'IDlo�� Vul rgion of work — - - �— Phone: � I-� Entail No.of hcdrooms/baths................... ............. _._- _-_. Owner's rrpn sentativc: �yti'�'- .�( _ Total number of floors................................. Phone: i l : , I ni,iil New dwelling arca(sq. ft.) ...................... ... APPLICANT Garage/carport area(sq.ft.)......................... Name: Covered porch arca(sq, ft.) ..............I.....I.... _W— Deck area(sq. ft.) ........................................ Mailing address: �C-) -- State: 7..IP: Other structure arca(sq ft.)......................... City: — Phone: t'axE-mail: — ('ommercial/industriallmulti-famlly: : CONTRACTOR Valuation of work....................................... $--- _ Existing bldg.area(sq.ft.) ..X /......... _ Business mann• - - New bldg.area(sq.ft.)........ ......... Address: _ � -.---- Number of stories ••••••••• City: - titate: J ZIP: Type of construction Phone: Fax: F mail: _--_ Occupancy group(s): Existing: _ CCB no.: _ -. ____ New: _ City/metra lic.no.: T Notice:All contractors and subcontractors are required to be ARCII.IYEt-FIDESIGNE.R licensed with the Oregon Construction Contractors Board under L nAllk" -H _-_` provisions of ORS 701 and may be required to he licensed in the jurisdiction where work is being performed. If the applicant is _F�- L _ _ exempt from licensing,the following reason applies: State x•r:;on: ENGINEER Name: IContact Person: AiiiiWY Fees due upon application ..... ................. $__ Address: Zl—,2l�s� Date received: Cily: _ UD State:- ZIP: Amount received ......................................... $ -- Phone:Z 6411b Fax: '1f7 E-mail: Please refer to fee schedule. 1 hereby certify 1 have read and examined this application and the Not all jurisdictions accept credit card%,please call jurisdiction for more information. attached checklist.All provisions of laws and ordinances governing thisVisa U MasterCard Credit cud number:- --- -.-- --L- work will to complied i whether specified herein or not. Hpires Datc! , _ Name of cardholder u shown on credit cud $ Authorized signature:_-_ 1 Print name: `^ — —--- — T Cardholder Ngnuure — — Amount^ Notice:This permit application expires if's permit is not obtained within I EO days aper it has been accepted as complete. 440-4613(6IbOdCOM) One- and Two-Family Dmeelling Building PeirmitApplication Checklist 7oc no.: d perm its: City Of Tigard al ❑Numbing f3 Mcchanrcal Address: 13125 SW Hall Blvd,Tigard,OR 97221 Phone: (503) 639-4171 Fa).: (503) 598-1960 Tlit, F'OLLOWING ITEMS ARE REQUIRED FOR PLAN REVI Yes No-,,N/A I Land use actions completed.See jurisdiction criteria for concurrent reviews. 2 Zoning.Flood plain,solar balance points,seismic soils designation,historic district,etc. 3 Verification of approved plot/lot. 4 Flredistrict approval required, _ 5 Septic system permit or authorization for remodel. Existing system capacity e _ 6 Sewer permit. 7 Water 41 trlct approval.• ____ _ _ _ 8 :Soils report.Must carry original applicable stamp and sikdature on file or with application. _ 9 Lrosion control U plan U permit required. Include drainage-way protection,silt fence design and location of catch-basin protection,etc. 10 __ ('omplete Rets of legible plans.Most he drawn ht scale,showing confirm once to applicable local and state building codes. Lateral design details and connections must is incorporated into the plans or on a separate full'-size sheet attached to the plans with cross references between plan Iacati6n and dctdilh. PIatA'alvicy)cannot he completed if copyright violations exist. '` ' ' •1 I site/plot pian drawn to scale.The plan must show lot and building setback dimensions;prof Petty corner elevations(if there is more than a 4-ft.elevation differential,plan must show contour lines at 2-I1.intervals);Io%ration of casements and driteway;logorint of structure(including decks);location of wells/septic systems-utility locations;direction Indiew-un lot arca;building coverage arca;percentage of'coverage;impervious area;existing structures on site;and surface drainage; ' 12 houndallon plan. Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection drtails,vent site and location. _ - 13 Floor plans.Show all dimensions,room identification,window size,location of smoke detectors,water heater, furnace,ventilation fans,plumbing fixtures,balconies and clocks 30 inches above grade,etc. 14 ('roes seMlon(s)and details.Show all framing-member size;and spacing such as floor beams,headers,joists,sub-floor, wall construction,root cunstnrction. More than one cross section may be required to clearly portray construction.Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding ma,crial,footings and foundation,stairs, � fireplace(:onstrucuon, thermal insulation,etc. _ -_- - - is F ievasl5n views.Provide elevations for new construction:minimum of two elevation for additions and remodels. I:xt,rior,elevations must reflect the actual grade if the change in grade is greater than four foot at building ehvelope. Full size shoe,addrndums showing foundation elevations with cross references are acceptable. _ I n Nall bracing(prescriptive path)and/or lateral analysis plans.Must indicate details and locations;for nonprescriptive Valli analysis provide specifications and calculations to engineering standards. 17 Floor/roof framing.Provide plans for all floors/roof•assemblies,indicating member sizing,spacing,and hearing locations. Show attic ventilation. 18 Basement and retaining walk. Provide cross sections and details showing placement of rebar.For engineered systems,see hent 22,"Engineer's calculations." I'r Benin calculations.Provide two sets of calculations using current code design values for all beams and multiple joists MCI do fret lung and/or any be.ant/joist carving a non-uniform load. 20 Manufactured floorlroof truss design detail. 21 Evergy Code compliance.identify the prescriptive path or provide calculations. A gas-pipin schematic is required for four or more appliances. 22 Engineer's calculations,When required or provided,(i.e.,shear wall,roof truss)shall he stamped by an engineer or ;trchircci liccntird in Oregon and shall be shown to he applicable to the Irojecl under review. iiiiiiiiiian 23 1�ivc(5)site plans are required for Item I I ab ovf;. 24 25 26 - 27 - - 28 - - Checklist must he completed before plan review start date. Minor changes or notes on submitted plans ma) be in blue or black ink. Red ink is reserved for department use only. 4404614(srtxr,'coM) Plumbing Permit Application -- Date received: '% Permit no.: City of Tigard Sewer permit no.: Building permit no.: Address: 13125 SW IfalI Blvd,Tigard,OR 97223 City of Tigard Phone: (503) 639-4171 Pro)ccUappl.no.: Expire date: Fax: (503) 598-1960 Date issued: By: Receipt ou_ Land use approval: _ Case file no.: Payment type: I &2 family dwellingmm or accessory U Commercial/industrial U Multi-family J Tenant improvement W.New construction U Ad(lilion/elteration/replaccment U I-ot,-' service U Other:J(M SITE INFORMAT ION FEE SCHEDULF(for special _ t Joh address: `yVi1✓V 6W V_n�J8Lz_ —_ Descrl Pion "Y. Fee(ea.) Total _Bid);,no.: Suite``no.: New I-and 2-famlly dwellings only: (includes 100 ft.for each utility connection) Tax map/tax lot/account no.: SFR(1)bath - Lot: 10 Block: Subdivision: Project name: SFR (3)hath City/county: ZIP, 1.Z'� Each additionrl bath/kitchen Description and location of work on premises: _ Siteutilitles: _Catch basin/area drain Est,date of completion/inspection: Drywells/leach line/trench drain Footing drain(no. lin. ft PLUMBING(IONTRA("I'011 Manufactured home utilities 1311siness name: G S._WA_LV-__ ___-_—__._ Manholes Address: '1�� git�1,NIM BV S Rain drain connector City: State: ZIP: Sanitary sewer(no.lin.ft.) Phone:3 _ 2 0 Fax: E-mail: Storm sewer(no.lin. ft.) _ CCB no.: 10114,&(o Plumb.bus.reg.no:W-140 M Water service - lin. tl.) — Fixture or Item- City/metro City/metro lic.no.: Absorption valve _ Contractor's representative signature: — Back flow preventer_� Print n,lme- --- Date:jL I Backwater valve _ Basins/lavat .y — Nanre: M I-IL---�-/ -�(i --- -� Clothes washer - Dishwasher Address: - Drinking fountain(s) _ City: State: __--� Ejectors/sump lax: 1? mail: Expansion tank -- Fixture/sewer cap Name(print): ENA15�IhX.� Floor drains/floor sinks/hub P Garbage disposal Mailing address: �iw WiUMA _ Hose hibb city: W LIM M e State:l ZIP:01170&P Ice maker Phone: Fax: F-mail: Interceptor/greas, trap s Owner installution/residential maintenv-1ce only: The actual installation Primer(s) will he made by nle or the maintenance and repair made by my regular Roof drain(commercial) employee on die prop I own as per ORS Chapter 447. Sink(s)UVaterheater basin(s),lays(s) Owner's signature: Date: L I Sump Name: C._J� _ t Addross: .,� _�� _ State: ZIP:/�'� O E-mail: Minjmum fee................$ Not all jurisdiction'accept credit cards,please call Jurisdiction for more information. Notice:'Ibis pertllit application Plan review(at —_ o/%) $ L)Visa Ll MasterCard expires if a permit is not obtained Slade surcharge(89(.)....$ Credit card number: ___ _-r Expires s within 180 days after it has been accepted as complete. TOTA1. .......................$ Nome of cwJholder ei.hown on credit card $ Cardholder signature Amount 440-4616(6MWOM) PLUMBING PERMIT FRES: PRICE TOTAL New 1 and 2-family dwellings only: FIXTURES (Individual QTY ea AMOUNT (includes all plumbing fixtures Ill PRICE TOTAL Sink — 1660 the dwelling and the first100 ft. QTY (ea) AMOUNT for each utility connection) 16.60 Lavatory —_ _ -- Ones bath _ $249.20 Tub or TublSi.�.:^r Coyne 1660 Two -(-�2`bath $350.00 _ — Shower Only _ — — 16 60 Three_(31balh �— �- — --_ $399.00 _ Waley Closet 16,60 — -- — — SUBTOTAL Urinal 1660 — 8%STATE SURCHARGE Dishwasher _ 16.60 PLAN REVIEW 25'/.OF SUBTOTAL TOTAL Garbage Disposal 16.60 laundry Tray 16.60 Washing Machine — — 16.60 Floor Drain/Floor Sink 2' 1660 _ PLEASE COMPLETE: 3^ -�16.60 q'• 16.60 Water Healer O conversion O like kind 1660 Quantic b Work Perf rmed Gas piping requires a separate mechanical Fixture Type: New Moved Replaced Removed( permit. Capped MFG Home New Water Service 46.40 Sink MFG Homo New San/Storm Sewer E460 Lavatory HTub of rub/Shower ose Bibs 0 Combination _ Roof Drains 16 F,0 Shower Only Drinking Fountain 16,30 Water Closet +6.60 - Urinal Other Fixtures(Specify) _ Dishwasher _ -- Ggrba e Dis osdl —� ---- --` •Laundry RoomT_ra —_ --- -- W,shing Machine _— Floor Drain/Sink: 2" — Sewer-1st 100' 55.00 3^ Sewer-each additional 100' 46.46 _ 4" _ Water Service-1st 100' 55.00 Water Heater Other Fixtures Water Service-each additional 200' 4640 _ Spec Storm&Rain Drain-1st 100' 55.00 Storm&Rain Drain-each additional 100' - Commercial Back Flow Prevention Device 46.40 -- �— Residential Backllcw Prevention Device' 27.55 — -- — Catch Basin 16.60 nspection of Existing Tlumbing or Specially 72.50 Re ueslr..1 Inspectionsper/hr COMMENTS REGARDING ABOVE: Rain Drain,single family dwelling 65.25 Grease Traps "— 15.60 , -- - QUANTITY TOTAL Isometric or riser diagram is required if .J Quantity Total is >g 'SUBTOTAL — 8'/0 STATE SURCHARGE -- "PLAN REVIEW 25%OF SUBTOTAL Required only if fixture qty total Is>° — TUTAI_ —, $� "Minimum permit fee is$72 50•8%stale surcharge,except Residential Backflow Prevention Device,which Is$35 25•8%state surcharge rrAll New Commercial Buildings require plans with Isometric or riser diagram and plan review Ods tsUormslplm-fees.doc 10/10/00 Mechanical Permit Application City of Tigard Date received: -e . Permit no.:0-"rr; &C o� City(!f Tigard Address: 13125 SNI Hall Blvd,Tigard,OR 97223 ProJect/appl.no, Expire date: Phone. (503) 639-4171 Date issued: B -L. , Receipt no.: Pax: (503) 5911-1960 Case file no.: _ Payment type: Land use approval: Itaildint permit no 1 I &2 family dwelling or accessory U Commercial/industrial U Multi-farnil New coast mction 'J Addition/alteralion/re lacemetit Y U Tenant nnproventc nr P J Other: Aklffm Joh address: j()(Vg9Q ,, 1 - ------- � _ I-+'�--i- _ Indicate equipment quantities in boxes hcluw. Indicate the dollar Blrll�.no.: Suite no.: value of all mechanical materials,equipment,labor,overhead, Tax map/tax IoUaccount no.: profit. Value$ Lot: �(� Block: Subdivision: 'lice checklist For important application information and Project tudmc: jurisdiction's tri xhetltilr fur residcnliul prnrt.I fc City/county: ZIP: _7 [hscripli1onn,a_nd'iocation of work on premise�s�; , Est.dale of completion/inspection: ll +cri lon C: Tenant improvement or change of use: Qb. Rm.onh Res.o'l, Is existing space heated or conditioned?U Yes U No Air handling unit _ CFM Is existing space insulaled?U Yt•. U No Air conditioning(sitep an required) terauon of existing IV C system IMMEZZMEM to] oiler/compressors — Business name: C f1AM P1,r1Kj Stale boiler permit no.: Address: Tons BTU/Il "Ity��F1U_S irelsmo ecnmpers/ uclrnur a electors rf 1 �fJQ.O_ Slate:G�. 'I_tP: q'��Z, eat pump(site Plan require ) — - -- Phone: (2 Fax: E-mail: Install/replace furnace/ urner — CCB no.: Inciuding ductwork/vent liner U Yes U No Cily/ttdclro lie,tit,,: nstali/rep ace re ocatc icaters-suspen e , - ---- -- wall,or floor mount:d Name(please print): Vent ora ianceo(herthan furnace r grist on: Natnc: ?jj A7.,pri nunks, B1'U/H ��. ( billets Hp Address: Cum ressors HP - City: _ -- States ?IP: :nv rooms ,ta ex ust an vent at on: Appliance vent Phone: III Fax: E-mail: - )ryercx aunt ooc s, 'ype /res, its en hazntat NainetQ. A 1 hood fire suppression system �1 _ Exhaust fan with single duct(hath fans) Mailing aduhcss_ �_ (,u - E � ?xh-X gust s stein a art from zeatin or AC - City: �N State: ZIP: Fax: p p ng an dr ut on(up to out cts) Phone: - I;dx: I:-nutil: Type: -- -LI'G Fuelii,in each additional over 4 outlets rocesgp ping(schemalicrequirx Name: C-:5 Number of out lets — Address -- Of rr str u jiancc or e u men(: — --- _ : 21 SW ��- -- ---. ---- PP q p Decorutve l ueplace ('rty: tilatt _ ��',IP: nsert -type I'hune:7 11 _ �__-- Fax: I. Itr;ttl: oodstove/pe etstove Applicant's signature: 17.11 2I CV Other: Nae (print): V.e � lip Not All jurisdictions accept credit cards,please call lum&(ion fix nmtr inti enation, Pet-mit fee.....................$ U Visa U MasterCard Notice:This pemiit application Minimum fee................$ _ Ctrdit card nutnrKc _—^ ��` expires Wit permit is nal ohlained — la<plre, Plan review(at _ %) $ within ISO days after it has been _" St Name of cardiol res shown on crMit-card accepted as complete. ate surcharge(11%)....$ ---- S Cardholder elgnnum TOTAL .......................$ _ Anu�unt 410-4617(W)a/COM) MECHANICAL PERMIT FEES COMMERCIAL FEE SCHEDULE: 1 & 2 FAMILY DWELLING FEE SCHEDULE: TOTAL VALUATION: FEE: Description: Price Total $1.00 to$5,000.00Minim6m fee$72.50 Table 1A Mechanical Code Ch' (Fa) Amt $5,001.00 to$10,000.00 _ $72.50 for the first$5,000.00 and 1) Furnace to 100,000 BTL( $1.52 for each additional$100.00 or including ducts 8 vents 14.00 fraction thereof,to and including �) Furnace 100,000 BTU+ $10,000.00. including ducts&vents '7.40 ---.___,- --_ _a.._—-- .A ---0. — 3) Floor Furnace $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and including vent 14 oU $1.54 for each additional$100.00 or —-- -- fraction thereof,to and Including 4) Suspended heater,wall heater __ $25000.00, or floor mounted heater _ ___1400' L= _- 5) Vent not included in appliance permit -25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and pp 680 $1.45 for each additional$100.00 or fraction thereof,to and including 6) Repair units t $50,000. 1 i5 $50,001.00 and 00.up $742.00 for the first$50,000.00 and Check all that apply: Boiler Heat $1.20 for each additional$100 00 or For flews 7-11,see or Pump Cond fraction thereof. ''' footnotds 40i'm : Comp* __ 7)<3HP;absort unit --- to 100K BTU 14 00 ASSUMED VALUATIONS PER APPLIANCE: 8)3.15 HP;ebso b Value Total unit 100k to 500k BTU 2560 Description: q Ea Amount 9)1a31QHPi absojb, Furnace to 100,000 BTU,Including 955 unit.5-1 mil B'U 3500 ducf:.&vents -- 10)30-50 HP;absorb Furnace>100,000 BTU Including 1,170 unit 1-1.75 mil BTU 5220 ducts&vents 11)>50HP:absorb Floor furnace Including nt 955 unit>1.75 mil BTU 87.20 Suspended heater,wall heater or 955 12)Air handling unit to 10,000 CFM floor mounted heater _ _ 1000 _ Vent not Included In applicance 445 13)Air handling unit 10,000 CFM+ permit _ 17 20 Repair units — 805 — 140op-portable gvaporate cooler <3 hp;absorb.unit, 955 '1000 to 100k BTU -- 15)Vent fan connected to a single duct 3-15 hp;absorb.unit, - - 1,700 6_80 101k to 500k BTU 16)Ventilation system not Included in 15-30 hp;absorb.unit,501k to 1� 2,310 appliance permit moo mil.BTU — 17)Hood served by mechanical exhaust 30-50 hp;absorb.unit 3,400 1000 1-1.75 mil.BTU 18)Domestic Incinerators >50 hp;absorb.unit, —! 5,725 _ 17.40 _ >1.75 mil.BTU 19)Commercial or Industrial type Incl orator Air handling unit to 10,000 cfm 658 69.95 Air handlin unitunit>10,000 cim _ 1.170 20)Other units,Including wood stoves Non-portable evaporate cooler 658 — __1000 Vent fan connected to a sin le duct 446 21)Gas piping one to four outlets Vent system not included in 856 540 __appliance permit 22)More than 4-per oullel(each} r _Hood served by mechanical exhaust 100 Domestic incinerator I c0 Minlmum-0-ermit Fee 2 lus fOIAL: $ Commercial or Industrial incinerator 4.590 Other unit,including wood stoves, 856 8%State Surcr.arge $ Inserts,etc. __ Gas piping 1-4 outlets 380 25°/.Plan Review Fee(of subtotal) E Each additional outlet 63 — Required for ALL commercial permits or,ly TOTAL COMMERCIAL $ TOTAL RESIDENTIAL PERMIT FEE: S VALUATION: �— --. O,;, 11 9 ections and Fees: I Inspections outside of normal business-hours(minimum charge-two hours) $72 50 per hour , 2 Inspections for which no fee is spbcifically i4dietated (minimum charge-halt tour) $72 50 per hour 3 Additional plan review required by changes,additions or revisions to plans(minimum chargo-one-hall hour)$72.50 per hour State Contractor Boller Certification required for units>200k BTU. "Residential A/C requires site plan showing placement of unit 1:\dsts\formstrrech-fees,doc 10/11100 Electrical Permit Application Date received:/�`/-/.OU Permit no.: -�3 �� City of Tigard Projecl/appl.no.: Expire date: City q(7i);,nI Address: 13125 SW Hall Blvd,Tigard,OR 97223 Date issued: y:1, eceiptno.: Phone: (503) 639-4171 Case f Fax: (503) 598-1960 deno.: Pa�menityp:: Land use approval: _ TYPE OF PERMIT I &2 family dwelling or accessory U Commercial/industrial U Multi-family U Tenant improvement New construction U Addition/alteration/replacement U Other: U Partial .109 SITE INFORMATION Joh address: Bldg.no.: Suite no.: Tax map/tax lot/account no.: I.ot: 10 1 Block: tiuhdivision: Project name: 1 Description and location of work on premises: I'sstimated date of completion/inspcclion: CONTRU'll'OR APPLICATION FEE SCHFIDU11,11" fee 111x- Job no: - Description Qly. (ea.) '1'olano.ImpBusiness flame: New residential-single or multi fandh pr Address: � C d"ellhtg unit.Includes attached garage. City: v State: Zip: Serviceincludcd: A71 rDl L� 1000 sq.ft.or less _ _a Phone::: I�ax; E-mail• Each additional 2 sq fl.or purtron thcreol CCB no.: iO3g E1ec.bus.lic.no: Limited energy.residential _2 City metro lic.no.: Limited energy,non-residential 2 Each manufactured home or modular dwelling Frgnature of supervising Service and/or feeder 2 electrician(required) bate _ Liccnseno. Services or feeders-intionsunn, Sup.elect.name(print): alteration or relocation: 200 amps or less - 2 201 amps to 400 amps 2 Name(print): -�'L 401 amps In 600 amps 2 Mailing address W _,L� 601 gimps to 10(0 amps 2 City: SlalC: ZIP: 0110oover 1000 am2ps or volts � I Phone: ��WQ�Fax: - - E mail: Reconnect only I emporary services or feeder-- Owner installation:The installation is being made on property 1 own Instatlatlon,alieration,orrelocation: which is not intended for sale,lease,rent,or exchange according;to 2W amps or less 2 URS 447,455,479,6 701. - 201 amps to 4(NI amps 2 Owner's sigualurc: Dale: i 401 to 6(10 ams - -- ---- — Bench circuits-new,allegation, �w or extension per panel: Name: `.�►v �� A. Fee for branch circuits with purchase of I� S Wim^ � service or feeder fee,each branch circuit 2 Address: ---- Il ' ,,,City: 'tL [j Llw StaleZIP: A,'ZB. Fee forbranch circuits without purchase f service or feeder fee,first branch circuit: 2 UA-a I: mal L' lack additional branch circuit PLAN (please clieck all flint pply) 7Misr.(Service or feeder not Included): Foch pump of irrigation circle 2 U Service over 225 amps-commercial U Health-carefacini -- 2 U Service over 320 amps-rating of 1&2 U H.vandous locati(1 lath signor outline lighting _ family dwellings U Building over I0,M)square feet four or Signal circuit(s)or a limited energy panel. U System over 600 volts nominal more residential units in one structure alteration,or extension* _A 2 U Building over three stories U Feeders,400 amps or more •fkscri tion: U Occupant load over 99 persons U Manufactured structures or RV park Eich additional Inspection over the allowable in any of the above: J Flrresti/Iitrhnngplan U Other: _ . Per inspection _L1-=_I submit - sets of plans with any of the above. Investigation fee Ile above are not applicable to temporary eondmetion service. ether Permit it, ................... Not all jurisdictions accepd credit cards,pieaw can jurisdiction ror more infnrrnation. Notice:ThIS permit application Plan review(at %) $ U Visa U Mastercard expires if a permit is not obtained - _-L_� within Igo days after it has been State surcharge(8%) ....$ Credit card number __._--_- ------ - Expires accepted as complete. TOTAI, .......................$ _— None of cardholder as shown on cWx1it card $ -� Cardholder slagna;nre Amount • .r. Electrical Permit Fees: Limited Energy Fees: —�-` - TYPE OF WORK INVOLVED - RESIDENTIAL ONLY Complete Fee Schedule Below: �--- - Restricted Energy Fee...................................................... $75.00 Number of Inspections per permit allowed (FUR ALL SYSTEMS) Service included: Items most Total I Check Type of Work Involved: Residential-per unit �� 1300 sq it or less $145 15 � 4 L-I Audio and Stereo Systems Each additional 500 sq 1t or portion thereof _ $3340 _ 1 F-] Burglar Alarm Limited Energy $75.00 Each Manufd Home or Modular �� Garage Door Opener' Dwelling Service or Feeder ____ $9090 `l Services or Feeders F] Heating,Ventilation and Air Conditioning System' Installation,alteration,or relocation 200 amps or less $8030 _ 2 �1Va um stands' , 201 amps to 400 amps $106.85 _ 2 , .` t r�: v �t T 401 amps to 600 amps $160 60 'l� 601 amps to 1000 amps , 0 60 L 2 Over 1000 amps or v IT r•.; T_-_ _ Reconnect only °° _i. 6 85 _ —— 2 Temporary Services or Feeders TYPE OF WORK INV04VED -COMMERCIAL ONLY Installalion,alteration,or relocation 200 amps or less $66.85 _ —_ 2 Fee for each system................. ::�.:�...,,........ •....• $75.00 201 amps to 400 amps _ $100.30 2 (SEE OAR 918-260-260) 401 am p's to 600 amps —^ $133,75 2 �,' • ---- - CflgV Type of Wpik Involved. Over 600 amps to 1000 volts. r 1 r , • r� „( ° see"b"above. 4 Audio and Stereo Systems `;•�r� . ,Z, Branch Circuits New,alteration or extension per panel F-] Boiler Conth,rG a)The foe for branch circuits with purchase of service or ❑ Clock System.,fee. E ach branch circuit _ $6 65 7 b)T he fee for branch circuits Data Telecommunication Installation without purchase of service or feeder fee. Fire Alami Installation First branch circuit _ $46.85 Each additional branch circuit $6 65 +• t'°W�1 ti \tA:•4 Miscellaneous -.___ ; Q. °��V�.-•�'a•��Il��, `1 t: °1�' ((Service or feeder not included) ' � . InstrU -AA,- A, . wlti y\! Each pump or irrigation circle _ $53 40 Fach sign or oritline lighting $5340 Intercom an �__.. � � d Paginn Systems Signal circuit(s)or a limited energy panel,alteration or extension _ $7500 a Landscape lrrilationControl" Minor Labels(10) $125.00 Each additional Inspection over E� Medical the allowable in any of the above inspection $6250 Per Ins P ------ � Nurse Calls I'er hour --�- $62.50_ --- In Plant $73.75 Outdoor LandscaN UgMing' Fees: • . �f�••� •{••, ��,yf '^.�'1' L J Protective,'tatOnling, Enter total of above fees F-1 tither 8%State Surcharge $ - _ Number of Systems 25%Plan Review Fee See"flan Review"section on $ No licenses are required Licenses are required for all other installations front of application Total Balance Due 3 Fees: TEnter total of above fees : rust Account#. _- - —�— - 8%State Surcharge : Total Balance Due $ dsls\fomu\elc-fees.doc 10/09/00 -��.. .'.s.. �.u:.;i•X; :.`,Sne::w.T•. ,. �.';:flhY�b!"r� ,,,�'„�y,'c�i,.�^Fp'trMOW, CITY OF TIGARD OREGON INTENT TO MAUL EXCAVATION (LOTS STEEPER THAN 20%) I, �►�+ Sry1=��'- (prin+ name), hereby certify that ALL excavation material on the subject property will be removed from the site and not be placed as fill, except for that amount necessary to back-fill the foundation ONLY. I understand that failure to remove the excavation material will result in the requirement to remove the material or obtain a grading permit by submitting grading plans prepared by a licensed engineer accompanied by a geo-technical report regarding the placement of the excavation material as fill. I further understand that my footing inspection will be denied if that inspection reveals that excavated material has not been hauled, and that work wil! be stopped and no further inspections conducted until the City has received and approved a plan and report from a goo-technical engineer regarding placement of the fill material IZ LI �0 Signature ' Date Permit #: ) l/6 6000 --poS 33 Job Address: /6'&00 5w k4%-E 67 Subdivision: �&'re16eAJ 14.iall1 5 Lot: 10 I haul doc(DST)7/98 13125 SW Hall Blvd., Tigard, OR 97223(503)639.4111 TDD (.503)684-2772 - -- - --- I 3 LS. -26 w so N ,6 ~'� Lv 6 7.83, I � ?,014 ,n O it 24 0i1' u L u 24,00' — ] O v c4 12.00' 4 1 r*l Ff wit I I r I q'•`' o A rT- I A I tr1 I � z1 1 1 SAN TARY STORM DRAINAGE EASEMENT o c rr C1. a i E{ N 89•`i2'01" F 100,00' �C Eaoem CM rRCL 1.PFVM&MAMARI d'0*THICK GAVEL PAD&DRIVE Wt PfJ""W ---A 2.50 FtOCT PUBLIC LANDSCAPE EASEMENT SHALL CONCHMDRIVE ISINRACE EXIST ALOIJG ALL STREET FRONTAGE. --A 7.50 FOOT PUBLIC UTILITY EASEMENT 2.110FO D &WWANKLIBMW SHALL EXIST ALONG THE LANDSCAPE EASEMENT. F9NIZA5/0 CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 RECl1f�p IMPORTANT PERMIT NOTICE DF.0 2 7 2000 CNMMtINf fl'OFV�tUpMENI CRAFTWORK PLUMBING INC 7736 SW NIMBUS AVE BEAVERTON, OR 97008 Plumbing Signature Form Permit #: MST2000-00533 Date Issued: 12121100 Parcel: 2S110DA-04900 Site Address: 10600 SW KABLE ST Subdivision: ERICKSON HEIGHTS Block: L-ot: 010 Jurisdiction: TIG Zoning: R-3.5 Remarks: Single family detached, Path 1. Your company has been indicated as the plumbing co itractor for the permit indicated above. In order for the plumbing permit to be valid, ,please have the appropri=.te individual from your company sign below and return this Plumbing Signature Form prior to the start of the work to the address above, ATTN: Building Dept. No plumbing inspections will be authorized until this completed form is received OWNER PLUMBING CONTRACTOR: RENAISSANCE CUSTOM HOMES CRAFTWORK PLUMBING INC 1672 SW WILLAMETTE FALLS DR 7736 SW NIMBUS AVE WES i LINN, OR 97068 BEAVERTON, OR 97008 Phone #: 503-557-8000 Phone #: 644-8698 Reg #: 'r' 79666 P1 M 20-148PB AN INK SIGNATURE IS REQUIRED OWN THIS FORM x Signature of Authorized Plumber If you have any questions, please call (503) 639-4171, ext. # 310 CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, GR 97223 IMPORTANT PERMIT NOTICE GAGE ENTERPRISES INC PO BOX 1425 CLACKAMAS, OR 97015-1429 Electrical Signature Form Pert-nit #: MST2000-00533 Cute Issued: 12121100 Parcel: 2S1 1 C DA-04900 Site Address: 10600 SW KABLE ST Subdivision: ERICKSON HEIGHTS Block: Lot: 010 Jurisdiction: TIG Zoning: R-3.5 Remarks: Single family detached, Path 1. Your cornnany has been indicated as the electrical contractor for the permit indicated abov- In order for the electrical permit to be valid, the signature oi the supervising elecIrician is required Please have the appropriate individual from your company sign below and return this Electrical Signature Form prior to the start of tl,e work to the address above, ATTN Building Dept. No electrical inspections will be authorized until this completed form is received OWNER: F"L_ECTRICAL CONTRACTOR: RENAISSANCE CUSTOM HOMES GAGE ENTERPRISES INC 1672 SW WILLAMETTE FALLS DR PO BOX 1429 NVES1 LINN, OR 9/068 CLACKAMAS, OR 97015-1429 Phone #: 503-557-8000 Phone #: 503-657-0142 Req #: SUP 618-, LIC 34544 ELE 3.128C AN INK SIGNATURE IS REQUIRED ON THIS FORM X .�_.` Signature of Supervising Electrician If you have any questions, please ?II (503) 639-4171, ext. # 310 CITY OF TIGARD BUILDING INSPECTION DIVISION MST�ZtO_, ab S,3 3 24-Hour Inspection Line: 639-4175 Business I-ine: 639-4171 ' "f BUP _ Date Requested ~J""31 _ AM PM BLD _— Location- 1 d�f e)C T�� 1 Suite MEC Contact Person Ph C� PLM r r Contractor _ � Ph SWR _ BUILDING Tenant/Owner _ __ ELC —_ Retaining Wall ELR ...... Footing Access: FPS Foundation _—--- ----- Ftg Drain -- i SGN Crawl Drain Inspection Notes.Slab Slab --— - -- - —- --------- .. SIT -- ----- Post&Beam ` - Ext Sheath/Shear -- - - Int Sheath/Shear Framing T— - ----- --tom-- — - --- — Insulation Drywall Nailing Firewall Fire Sprinkler -- �j--- -- ---- - Fire Alarm Susp'd Ceiling — Roo. Misc Final PASS PART FAIL PLUMBING( -- Post&Beam NX Under Slab yt, Top Out LA Water Service �� __ • - UA Srinitary Sewer uARein Drair� ;' 6�l - L �-�-�_ f na --"�✓l r PART FAIL �--� �— AM HANICAL Post& Beam -- - —--- Rough In �l' f- �,1V f cr Gas Line - -� (Smoke Dampers { l _- 1 Final PASS PART FAIL T" ELECTRICAL � �7 / —�`-'/ �Q3 �r✓��_ .� �l�r}� Service Rough In �y �/- �� , S1_':T -e3 9-76 UG/Slab - ,. / /\ Low Voltage �7 c4- Fire Alarm /,� -�. -- Final o D U pt �''`Z� 7 /' l 2 es PASS PART FAIL _ SITE -- Ba(,Jill/G;adinq Sanitary Sewer Storm Drain I ) Reinspection fee of$ v_required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch BasinUnable to inspect-no access Fire Supply Line I I Piease call for reinspection RF' _ _... _ _-- � � p ADA Approach/Sidewalk pate Inspector E f Other - Final PASS PART FAIL DO NOT REMOVE this inspection record frorra the job site. lG 0 0 w 0 1 � , O A v Q 0 ' a v a� C b A 3• Al CITYOF T I C A R D PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2001-00:30 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 8/2/01 SITE ADDRESS: 10600 SW KABLE ST PARCEL: 2S110DA-04900 SUBDIVISION: ERICKSON HEIGHTS ZONING: R-3.5 BLOCK:_ LOT: 010 _ Y` JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: SF WASHING MACH: BACKFLOW PREVNTRS: 1 OCCUPANCY GRP: R3 FLOOR DRAINS, TRAPS: STORIES: WATER HEATERS: CATCH BASINS: FIXTURES ^A_ LAUNDRY TR AYS: SF PAIN DRAINS: SINKS: URINALS. GREASE TRAPS: LAVATORIES: OTHER FIXTURES: rub/SHOWERS: SEWER LINE: ft WATER CLOSETS. WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Installation of beck flow nreve iter device _ Owner: FEES --- RENA!SSANCF CUSTOM HOMES Type By Date Am,-vnt Receipt 1672 SV`J WILLAMETTE FALLS DR PRMT CTR 8/2/01 $3x,.23 2.720(,100000 WEST LINN, OR 97068 5PCT CTR 8/2/01 $2.90 27200100000 PRM3 C1 R 8/2/01 $3d: 25 2-1100100000 Phone 1: 503-557-8000 i Total $75.40 Contractor: rv'OODY ENTERPRISE INC PO BOX 98 ESTAC:ADA, OR 97023 REQUIRED INSPECTIONS -- ------.__-- - .._,....._--------- Phone 1: 631 2918 RP/Backflow Preventer Inspection Reg #: LIC (10005973 Final Ins P"ec' PLM 11717 This permit is issued subject to the regulations contained in the T igard Municipal Code, State of OR. Specialty Codes and ali other applicable laws. All work will he done in accordance with approved plans. This permit will expire if work is riot 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 952-0001-0010 through OAR 952-0001-0080. You may obtai-i copies of these rules or direct questions to OUNC by calling (503) 246-1987. Issued Syt --C)t ic- `.._ �� Permittee Signature: Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day Plumbing Permit Application lw�722 I)ate received: ~ d,- � ) Permit no.� „ City of Tigard Sewer permit no.: _ Building �d Address: 13125 SW Hall Blvd,Tig p K permit no.: '• Gl/�r�/�l�°r`/ Phone: (503) 639--1171 Project/appl.no.: Expire date: Fax: (503) 598-1960 Date issued: — By: Receipt no.: Land use approval: _ rase rile no Payment type: TVPEOFPF=1 U/I &2 family dwelling or accessory U Commercial/indust ial U N111111frnmily U Tenant improvement C9 New construction U U I U Othci. 1 : SITE INFORMATION spec ' 1 _ Joh address: (i -__ Dewri tion I(pv. tce(ea.) folal Bldg. no.: - Suiic nv.: Neii I andZ-family dwellings only: —�--a---�� - (int hides l(1Uff.for eAch•alflilyconnection) Tax m /tax lot/account no.: SI-R (1)hath Lot: �' Block: Subdivision: - - --- SFR(2)bath Pmject name:- / /1, it G i, r f _ SVR(3)bath City/county: Z1P: 2 '1 Each additional bath/kitchen Description and location of work on premises:-44LL t/<¢s Shleutilitiew Catch basin/area drain Fist.dale of completion/inspection: Drywel eaci line/trencF-rain PLUMBING UONTII(Aurft Footing drain(no.lin.ft.) Manufactured home utilities Business name:. Manholes Address:Pl/ / _ Rain rain connector City:F , • ,4, State: ZIP: 7 702-3 Sanitary sewer(no.lin.ft.) Phone; ,>'c' S"JAL Fax:$-#.,lc E-mail: Storm sewer(no,lin,ft.) CCB no.: //7/,, __ Plumb. bus.reg.no: V 7 ' Water service(no,lin.ft.) City/metro lic.no.: -� Fixture or item: Contractor's representative signature: �'/ - Absorption valve - - -` ` - Back flow preventer _ Print name: /, ve/fi"'., Backwater valveCON I'Alt'll PERSON - Basins/lavatory - -i � ' ' Lot es her Address: J;t 7�, Dishwasher --- ' _ State: V0 ?.IP:� � Drinkingfountain(s) City: j S etcir�• ---C' �- Ejectors/sum Phone; E-mail: Expansion tank Fixture/sewer ca Name(print): Floor drains/floor sinks/hub Mailing address: Garbage disposal 1 ose Bibb City: _ Slate: LIP: 1c- ma er Phone. I E-mail: Interce tort reale trap _ Owner instullution/residential maintenance only: The actual histallation Primers) will he made by the o iv tintenance and repair made by my regular Roof drain(commercial l employee o1i the pr ort I %k i as per URS CI apter 447. Sin (s),basin(s),lays(s) Owner's si mature: Darr: Sump -___-_ utiVshower/s ower pan Name: Urinal ------- --- -- -- W ater s osel Address: Water heater _ City: State: Z1P --- ---- -___ Phone: -- `- - Fru: FE.-mail: - Total Na ell)misdictions eccepi credit cards,please cell Jurisdiction for more Informalon. Notice:This permit application Minimum fee................$ 3L,15,- U Vias ❑MasterCard __Plan review(at %) $ expires if s permit is not obtained — rredlr cad number:-- -- sp1tC1 within 180 days after it has been State surcharge(8%)....$ "D,� - `- Name of cardIlIolder as shown on ciWil c accepted as complete. TOTAL ......................$ Clunbolder iixnslum s Amount a ,�[> 4404616(6OLWOM) CITY OF TIGARD BUILDING IN%PECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line. 639-4171 BUP _ _ —_Date Requested AM PM BLD _— Location C /, _! -JG�l�1%., - Suite _ MEC Contact Person — Ph `/ �/ - i5 C� ?_PLM — Contractor Ph SWR . ELC 1BUILDIr4G Tenant/Owner _— — ELR - Retaining Wall - --- Footing Access. FPS Foundation Ftg Drain - — SIGN Crawl Drain Inspection Notes SIT Slat., -- -- Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing -- -- Firewall Fire Sprinkler ----.----_. -----__—_- Fire Alarm Susp'd Ceiling Roof Misc: - —� -- -- SS PART FAIL - - - - - PLUMBING Dost& Beam _ Under Slab - Top Out Water Service Sanitary Sewer - -_ Rain Drains -- - Final -- PASS PART FAIL - - - -- — - — MECHANICAL - - Post& Beam - Rough In — Gas Line - Smoke Dampers - - m` _ S 'PART FAIL --- - — — ----- EL CTRICAL Service - - - — Rough In _ UG/Slab I_ow Voltage Fire Alarm - - -— Final PASS PART FAIL -- -SITE _ — --- —_ Backfill/Grading --- Sanitary Sewer Storm Drain Reinspection fee of E —required before next inspection. Pay at City Hall, 13125 SW Hall Blvd [ l Catch Basin [ Please call for reinspection RE: _-_ — [ J Unable to Inspect-no access Fire Supply Line ADA Approach/Sidewalk Date __�-_�=" 4—t -- Inspector _ Ext Other r Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST,-�C= 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP ---_--—Date: Requested _— ! - /_ AM �PM _ _ BLID Location �oc)c) <,_ Suite MEC r, /y/ �j Contact Person �c�'1'Yl.e Ph 2 , `/ .;[ __ PLM Contractor Ph SWR BUILDING Tenant/OwnerEI_C Retaining Wall � — El_R _ Footing Access: Foundation FPS — Ftg Drain - SIGN Crawl Drair Inspection Notes: --— Slab - - - ------- - --- --- SIT Post& Beam T_ _ Ext Sheath/Shear Int Sheath/Sheaf Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling -- Roof Final PASS PART FAIL-1 - — - PLUMBING Post&Beam -- -- --- - - - - Under Slab Top Out --- -- - -- Water Service Sanitary Sewer Rain Drains --- - Final PASS PART FAIL -_ �MECI,ANICAL Post& Beam - ---- -- Rough In Gas Line - - - — Smoke Dampers Final - PASS PART FAIL ELECTRICAL - - - - -- Service _ Rough In UG/Slab Low Voltage Fife Alarm �ASSPRT FAIL 3 Backfill/Grading -- -- -- Sanitary Sewer Storm Drain [ ]Reinspection fee of E- required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call for celnspection RE: [ ]Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date Ittspector_ . Ext Ot eer - Fir-il P" S PART FAIL nO NOT REMOVE this in-spection record from the job site.