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9879 SW LANDAU PLACE a.uJ. LANL--)AU t=LAC E ----4" A155 TOR I = -- 0 010'33'3�v" `1 1ER VERIFY LOCATION AIN UP/CIVIL DU xS sm w I 4 CONI DRI VE I a `n (.3500 pal'o :. . a W/W GRA1/ :L x,,Co . rt,/Ir /;•*:i� I .y \ cXA VERED S m �" IDEYARD S I � Fr. 2 ` :7 SETBACK ARD TWO-STORY REQjDENCE 4 1�.J•��.��\ 240.00' t•J. LOT ro lI1 I I / woo6 LAND ING= ANQ,, STAIR SILT FENC I r -\ \ rr V I / ■ ��� SCALE 3/32"■I'-0" LOT 6 TIGARD u)OODS I / m N � I I / BUILDER: BEACON HOMES / I I ?ONING R-4.5 I I 1 LOT SIZE 8250 SQ. FT. I LOT COVERAGE 1124 SQ• FT. (20%) I 1 TABULATION I ` BUILDING COVERAGE ■ FOOTPRINT OF RESIDENCE 1-124 SQ• FT. 1 AND GARAG= COVERED PORCH 85 sa.. FT. I I 1 TOTAL 1809 sa FT. 1 LOT COVERAGE 1809 SQ. FT. i 8250 SQ. FT. a 20% 1 FRONT YARD AREA PAVED AREA FOR 400 SQ. FT. VEHICLES 1 FRONT YARD AREA 1000 SQ FT. 1 FRONT YARD PAVED AREA 400 SQ, FT, - 1000 SQ. FT. ■ 44q, I I 1 I VN 00033' 0" E T1111111111111111111f11- TIT Ir -11-11 111111IllIIIIIIIIIIII NOTICE- IF THE PRINT OR TYPE ON ANY � 1 1 III III I I III � � � � �� � 1 ( I ) III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ 1 _ 3 �J 4 $ - 10 11 IT IS DUE TO THE QUALITY OF THE No.36 „...A•» r / �• � : ORIGINAL DOCUMENT � 6Z 8Z LZ 9Z 3Z � Z EZ Z TZ OZ 6t 8T LT 9T 5I T1 ,11 ET Zt ti T 6L 9 9 E iIIIIIIIIIIli IIII IIII liil IIII IIII 1111. 11.1.1 Illi 1111 IIII IIII llll�l.11.l l llil. 1111 lel l! 11Ll (111f�11 I Z 0 n 0 m i i i i i i i i i 9879 SW LANDAU PLACE CERTIFICATE OF OCCUPANCY CITY OF T I G A R D PERMIT#: MST98-00433 DEVELOPMENT SERVICES DATE ISSUED: 12/2/98 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1 S125CD-08000 ZONING: R-4.5 JURISDICTION: TIG SITE ADDRESS: 09879 SW LANDAU PL SUBDIVISION: TIGARD WOODS BLOCK: LOT:006 CLASS OF WORK: NEW TYPE OF USE: SF TYPE OF CONSTR: 5N OCCUPANCY GRP: R3 TENANT NAME: REMARKS: Single Family detached, Path I Final Building Inspection and Certificate of Occupancy Approved 8/4/99 by Tom Plescher, Building Inspector Owner: BEACON HOMES, INC 9500 SW 125TH AVE BEAVERTON, OR 97008 Phone: 524-1999 Contractor: BEACON HOMES, INC 9500 SW 125TH AVE BEAVERTON, OR 97008 Phone: 524-1999 Reg#: This Certificate grants occupancy of the above referenced building or portion thereof and confirms that the building has been inspected for compliance with the State of Oregon Specialty Codes for the gr6- occupancy, and use u der which the referenced permit was issued BU I 1-1§11461NSPECTOR BUILDINq OFFICIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION DIVISION MST ��~C X113 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP gDate Requested_ �'�� AM PM BLD Location _ Suite Contact Person c2v l n Ph ��zZ—���7 PLM _ Contractor Ph SWR ILO Tenant/Owner _ ELC Retaining Wall ELR Footing Access: Foundation FPS - Ftg Drain SIGN Crawl Drain Inspection Notes: Slab — _—_ SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing --- Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling - - - ----- - --- - --- --- --- -- Roof Misc: - ------- -- - -- _— ---__ -_- S PART FAIL. --- -- -- ---- _- _ ----- --PIAMIRING Post&Beam Under Slab I op Out Water Service sanitary Sewer Rain Drains II A $ ART FAIL -- - - - - F'ost & Dean, - Rough In GasLine - -- --- -_----------- --- _----------_._-_._- - ----..-._---- Smoke Dampers AS - PART FAIL RICAL Service _---------- -- - ------- -- --.— -. Rough In UG/Slab Low Voltage Fire Alarm ------- - - --- -�_-.-- ----- Final - PASS PART FAIL _- ------ --- --SITE Backfill/Grading --`-- Saniiary Sewer Storm Drain [ ]Reinspection fee of$ -required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call for reinspection RE �._ [ J Unable to inspect-no access Fire Supply Line - - �—= ADA Approach/Sidewalk DateIns p e c t o r - / `'J _-_Ext --_ Other Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. 2 D v o 0 0 0 0 0 0 w 00 A D D D -4 _ 4 w .� p Lp 0 IJ O 07 N O OW (011 � '� N U -p Tl Tt RI O � � U 0 -0 U1 (�O o gv, m m d m v fn -I '. O a m '� w �I f0 r W o o U <D n n 9 g D CL D o Eo ' - a c o C7 0 �. 8 n00i m c Ln N a m o a N c 'b O C c 5 n m ' cu n R41 < O K y N m o m3 nNi �' m � m v m m J D r� N It! 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N w w w U) cn cf) y D D D D D D D D D D D D <_ cQp� J J J J ��Jpp �Jp J J J J 1 W 00 O Cil, (D -4 f(D CJ, t�i O C"O 0 Ln -` N OD 0 'nm en C W N @ n @ a in Cib DD a 3 a s} n = _3 3 3 .I CD _ n ( to o Z, o to �. K m n T @T 7 V 7 7 7 N T N N T N tp T7 b 7 T7 � O z V V N 7 2 J J J J 0 PD D Q�pp J J J J_ r� tD t0 tNQ N ��pp to A r► t cc tD (D N (p U) OD J J J J A W W W W O A A A SR t W O y, N co �D /1� (DD i DOVE CIVIL ENGINEERING Job No. ` 4914 SW Oakridge Road Date: Lake Oswego, OR 97035 Page- 1 of Phone/Fax (503) 697-5926 B 6 6 - W1.4 x W1.4 WWF \, @ - o b mid-hleght P.T. Sit( :..Ilk 4cont 2' sandt= r. r Anchor bolts (per schedule on floor plon> C 6 mill vopor barrier -'B' bars e%' + DESIGN PARAMETERS i ,�� ,:3' �3 vo � '�• . • f c'= 2500 psi y = 40 ksl �� i fnd ► ' 0+ , Soll equivalent fl Id a r 12 min of w . pressure assumed to t►• i t7 4'� v` Na crukhed 12' ; Tr- be 30 pcf ((`�'''�� �� roc , wrapped (Min) I. = z t� _ �{ ,cin 4oz/�ly non E' #4 @ 10'o,c,(horiz) h- r 4 Q•;.,�{ �' woven i 4er I fabric , _ U : a 114 Provide CLR ��; - 'A' born a' 133 Q p (Tj C 0 a) I mem�r aInOOf �,y' 6')f°4' NB �o s �? c �� Yj behind wall �� — Rou hen surface r �i v I f p c J 4' perf ADS, Slope or 4 key uU �i LC td drain ° ---- i p til p tF. 12'min t 2'clr �,. .s •- _ _ -- (2) #4 bars(cont.) TF �:13'cir 'C' bars- #4 bars @ 12'o,c.(cont, footing on firm Key req for H > 6'-0 I undisturbed soli 12' -12-'' 1, Wr Wf FOUNDATION RETA/ING WALL N.T.S. �D PRfff I DIMENSION & REINFORCEMENT SCHEDULE 61 N f Oyu 'H' Max Wf Ts Wt TF 'A' bars 'B' bars 'C' bars } 10' 0' 6'-0' 8' 2'-2' 12' #5 @ 6' o,c. _#4 @ 12' oz, #6 @ 6' o.c. 9'- 0' 5'-9' 8' 1'-8' 12' #5 @ 9' o,c. #4 @ 12' ac. #5 @ 6' O.C. G 8'- 0' 5'-6' 8` 1'-8' 12' #5 @ 9' o,c, #4 @ 12' oz. #5 @ 6' o.c. �9q� 6'- 0' 3'-4' 8' 1'-0' 10' #4 @ 12' o,c #4 @ 12' o•c, #4 4 12' o,c. ��� C 5'- 0' 2'-10' 8' 1'-0' 10' #4 @ 12' oz, #4 @ 12' o,c• #4 @ 12' oz. 4'- 0' 2'-4' 8' 1-0' 10' #4 @ 12' o.c, #4 @�12' ac• #4 @ 12' oz. EXP, 12/31/99 NOTES I. Wall is not to be backfilled untill after concrete stere has cured for a chin of 14 days. 2. Concrete, fbYmwork and reinforcement shall comply with current ACI standards, 3. Reinforcement shall be occurately placed and firmly supported prior to pouring concrete. 4. Fitter fobrlc wrap around drain is not required If gravel backfill is used to fill areo to support slab. ' 5. 12' Layer of crushed rock with (iter fabric may be replaced with J-DRain 420 drainage sy-ter, or Mlradraln 6200. woterproof membrain and 4' perf ADS are to be Installed egordless of drainage system used, heetwll2 CITY OF TIGARD MASTER PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : MST98--0433 DATE ISSUED: 12/02/98 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 PARCEL.: 1.S 14'`,CD—T I CCOE:, :I I TE ADDRESS. . - :09879 SW L.ANDAIJ F-'1-. SUBDIVISION. . . . :TIGARD WOODS ZONIN(S: R-4. 5 B1 0CK. . . . . . . . . . L-OT. . . . . . . . . , „ . . :006 JURISDICTION: TIL', Remarks: Path I --------------------------------------------------------- ------- BUILDING --------------------------------------------------------------- REISSUE: STORIES.......: 2 FLOOR AREAS---------- BASEMENT,..: 0 sf REQUIRED SETBACKS---- REQUIRED------------- CLASS OF WOW.:NEW DIGHT........: 23 FIRST....: 1235 sf GARAGE.....: 499 sf LEFT.....,,...: 7 SMOKE DETECTRS: Y TYPE OF USE:.,.:SF FLOOR LOAD....: 40 SECOND...: 1290 sf FRONT.........: 20 PARKING SPACES: 2 TYPE OF CONST,:5N DWELLING UNITS: I FINBSMFNT: 0 sf RIGHT..,......: 5 OCCUPANCY GRP.-R3 BDRM: 4 BATH: 3 TOTAL------: 2515 sf VALUE..S: 194%8 REAR..........: 92 ----- PLUMBING ------------------------------------------------------------------ SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 1 RAIN DRAIN ft: 100 TRAPS.........: 0 LAVATORIES....: 4 DISHWASHERS...: 1 FLOOR DRAINS..: 0 SEWER LINE ft: 100 SF RAIN DRAINS: 1 CATCH BASINS..: 0 TUB/SHOWERS...: 3 GARBAGE DISP..: 1 WATER HEATERS.: 1 WATER LINE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 ------ MECHANICAL ---------------------------------------------------------------- FUEL TYPES----------- FURN ( 1@&,, .,: 0 BOIL/CMP ( 3HP: 0 VENT FANS...,.: 4 CLOTHES DRYERS: 1 GAS FURN )=160K ..: 1 UNIT HEATERS..: 0 HOODS.........: 1 OTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1 ----------------------------------------------------------- ELECTRICAL ------------------------------------------------------------- —RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS•-- ---BRANCH CIRCUITS---- ----M15CELLANEOUS---- --ADD'L INSPECTIONS-- 1000 SF OR LESS: 1 0 - 200 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0 EA ADD'L 500SF.: 4 201 - 400 asp..: 0 201 - 400 amp..: 0 1st W/O SVC/FDR: 0 SIGN/OUT LIN L.T: 0 PER HOUR..,...: 0 ITMITFD ENERGY.: 0 401 - 600 alp..: 0 461 - 600 asp..: 0 EA ADDL. BR CIR: 0 SI9W/PANEL...: 0 IN PLANT,,....: 0 MANN HM/SVC/FDP: 0 601 - 1000 asp.: 0 601+asps-1000 v: 0 MINOR LABEL -10: 0 1000+ asp/volt.: 0 -------------------------- ----- PLAN REVIEW SECTION ----- .. -- ---- -- -- - -- --- Reconnect only.: 0 )=4 RES UNITS..: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC: ------------------------•----------------------- ELECTRICAL - RESTRICTED ENERGY ---------------------------------------------------.-.. A. SF RESIDENTIAL----------------------------- B. COMMERCIAL-------------------------------------------------------------------------------------- 011110 6 STEREO.: VACUUM SYSTEM..: AUDIO R STEREO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: BIIRGLPR ALAPM., : OTH: :: X BOILER.........: HVAC....,......: LANDSCAPE/1RRIG: PROTECTIVE SIGNL: GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: HVAC...........: DATA/TELE COMM.: NURSE CALLS...,: TOTAL t SYSTEMS: 0 Owner: -- ---- -- --—— -- ------- - ---Contractor: -- - ------ - ------ -- - - TOTAL_ FEES:$ 5280.71 BEACON HOMES, INC BEACON HOMES This permit is subject to the regulations conta;ned in the 9508 SW 125TH qVF 1500 SW 125TH Tigard Municipal Code, State of Ore. Specialty Codes and all BEAVERTON OR 17,46 BEAVERTON OR '17008 other applicable laws. All work will he done in accordance with 4pproved plans. This permit will expire if work is Phone 1: .-1999 Phone #: 524-19% not started within 180 days of issuance, or if the work is Reg #..: 080707 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 fgrfh in OAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to Off by calling (503)246-1987. ----------------------- --- REQUIRED INSPECTIONS ---------------------------------------------------------- Erosion 844-8444 Crawl Drain/Back Electrical Rough Insulatien Insp Mechanical Final Footing Insp PLM/Underfloor Framing Insp Rain drain Insp Plumb Final Foundation Insp Mechanical Insp Shear Wall Insp Water Service In Auilding Final _.. Post/Bea@ Struct Plumb Top Out Low Voltage Appr/Sdwlk Insp Post/Beam Meehan Electrical Servi Gas Line Insp Electrical Final Issued Pya Permittee Signat t:re : _ ._._ ++++++++++++`++� +a +++++++++++ +-+++++,++++++-F-++++++-4-+ ++++++++++++++++ ++-+-f++++-:-+ Call 639-41751 by 7:00 p. m. for an inspection needed the next bi.r iness day CITY O F T I G A R D SEWER CONNECTION DEVELOPMENT SERVICES PERMIT' 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 PERMIT #. . . . . . . . SWR98-0287 DATE ISSUED: 12/02/98 PARCEL: 1S1E:5CD-TIG0Fj SITE ADDRESS. . . :09879 SW LANDAU Pl- SUBD 1 1)1 S I ON. . . . :T I GARD WOODS ZONING- R-4. 5 BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . ..OOF, JURISDICTION: TIG TENANT' NAME. . . . . :BEACON HOMES, TN17 USA NO. . . . . . . . . . : FIXTURE UNITS. . . . 0 a-nss OF WORK. . . :NEW DWELL-INIS UNITS. . : I ,ryp,E OF USE. . . . . :SF 1\10. OF BUILDIh'r,S: I INSTALL TYPE. . . . :L_TPSWR IMPERV SURFACE. 0 S Remarks : Sewer connection for new single family dptachpd dwelling. Owner: FEES BEACON HOMES, INC type amofint by date r-ecpt 9500 SW 11'2STH AVE PRMT $ 2300. 00 DLH 12/02/98 98-31. 1237 BE*nVERTON OR 970013 INSP $ 35. 00 DLH 1,2102198 98-311237 Phone #: Contractor-: BEACON HOMES 9500 SW 125TH BEAVERTON OR 97008 PhOTIP #: 524- 1.9- 99 $ 2335. 00 TOTAL Reg #. . : 000707 -------- REDUIRED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection ------ Df the Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agenev does not guarantee the accuracy of the side sewer laterals. If tne sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given, If not so located, the installer shall purchase a "Tap and SAP Sewer" Permit and the Agency will install a lateral. ATTENTION: Oregon law requires YOU to follow rules adopted by the ........ Oregon Utility Notification Center. Those rules are set forth in nAR 952-011-0010 through DAR 952-888I-8888. You may obtain copies of these rules or direct questions to OX by calling (583)246-1987. Pei-mittep Signati-ire: Tst�,-tpd by : +++++.++++++++++f.+.+•+++++++.+++++•+++4-++++•+++•++++++J .......4--4--4-+++4+4+4-44.4+-+.++4-++++4-++ Call 639-41. 75 by 7:00 p. m. for an inspet--tion needed the next bL(siness day .........................4........ ....................;-+4..........4.+.++-4.......4-+++44-4 + Plan Check# /0 a CITY OF TIGARD Residential Building Permit Application Recd 13125 SW HALL BLVD. New Construction Additions or Alterations Date Recd' aiG`I TIGARD, OF 97223 Single Family Detached or Attached (Duplex) Date to P.E. Zo AqJV V 50:3-639=41'x1R Date to DST// 2 /'.�' F 503-684-7297 (7L.}lq q-F` Permit# /'/;7'?P Called // 3 3 Print or Type 7f 2`/�`� Incomplete or illegible applications will not be accepted Name of Project Name TIGARD WOODS PETER MAGARO ARCHITECTURE Job Architect Mailing Address Address Site Address 10570 SW Citation Dr . 9879 S W Landau P1 . Lot 6 City/State zip P�honeName Beaverton 97008 421 BEACON HOMES, INC. - Name Owner Mailin Address JEFF DOVE ENGINEERING 9 00 SW 125th Avenue Engineer Mailing Address city/state zip Phone 4914 Oakridge Rd . Beaverton 97008 524-1999 City/State Zip FPhone General Name Lake Oswego 970351697- 59.26 BEACON HOMES, INC. Describe work New Addition O Alteration O Repair O Contractor ----- to be done: Mailing Address Prior to permit 9500 SW 125th Avenue— issuance, venue_ Additional Description of Work: issuance,a copy city/State Zi Phone — — - of all licenses Beaverton 9/008 524-1999 are required if Oregon Const.Cont.Board Exp.Date PROJECT expired in COT Lic.# 70782 12/9 8 VALUATION _ database --'` NEW CONSTRUCTION ONLY: Mechanical Name MUEHE QUALITY' HEATING Sq. Ft. House: Sq.Ft. Garage -ge Sub- _ 2515 Contractor Mailing Address Indicate the restricted energy installation by the electrical Prior to permit PO BOX 9 _ _— subcontractor in the followingareas issuance,a copy City/State Z_ip Phone Restricted Audio,rStereo of all licenses West Linn 97068 598-0966 Energy System Y,Alarms are required if Oregon Const.Cont.Board Exp.Date Installations Vacuum Irrigation expired in COT Lic.# 50096 3/5/99 SYstem System _database__ Name (check all that Other: Plumbing CUSHMAN FAMILY PLUMBING -.9ROY) Sub- — — Comer Lot YES O Flag Lot YES Contractor Mailing Address (check one) —(check one) 4535 SE 35th Place Has the Subdivision Plat recorded? N/A X S NO Prior to permit City/StateZiee Phone — _ issuance,a copy P o T't l a n d 9 7"..0 2_ 775-4472 Solar Compliance of all licenses are Oregon Const.Cont.Board Exp.,Date Calculation Attached) required if Lic.# 106842 `'/7/99 I hearby acknowledge that I have read this application,that the expired in COT _ information given is correct,that I am the owner or authorized agent database Plumbing L.Ic.# Exp.Date 6/3 0/9 9 I at of the owner,and that plans submitted are in compliance with 2 6-5 6 4 P B I t _ Oregon State laws. -- Name Signa Owne /A er Electrical BEAR ELECTRIC, INC. -�- Phone# Co tact Person Nam q Sub- Mailing Address Err Contractor PO Box 389 _ FOR OFFICE USE ONLY: City/State Zip Phone Plat#: T- zFi.' t ZoVF MaprfL#: _ nGp Prior to permit Donald , OR 9702 678--1355 e"/ nr//ferxlE!- f'cNr /S./ - -- issuance,a copy — Setbacks: Zone. Solar: of all licenses are Oregon Const, Cont Board Exp.Date r'~ 7�- 1/1 -5 PQ required if Lic.# 20919 2/20/00 Engineering Apprc va: Planning Approval: TIF: expired in COTis ?�9rQ database Electrical Lic.# Exp.Date --- 24-1070 10/x/99 e� /G� /n///�� ✓ �o I SFREM2.DOC(DST)8/11/98 Date Rec'd: _ CITY OF TIGARD Recd By: _ SINGLE FAMILY ATTACHED OR DETACHED New, Addition) Plan Check #: APPLICATION/PLANS SUBMITTAL REQUIREMENTS f Applicants: Please complete 1. APPLICANT NAME: BEACON HOMES, INC . PHONE #:,524-1999 2. SITE ADDRESS: 9879 SW Landau P1 . ( lot 6) FAX # J 524-1998 —!— 1. 5 SITE PLANS (Fully dimensional, drawn to scale) labeled with: ❑ map & tax lot #, ❑ subdivision name, ❑ subdivision lot #, ❑ site address, c�( ❑ zoning, ❑ applicant name, ❑ phone number. ti Size requirement: 8-1/2" x 11" to a maximum 11" x 17" and NOT attached to building plans. A. North Arrow. B. Scale (any standard, architectural or engineering only). C. Street Names. D. All building plans shall reflect actual building dimensions. E. Finished floor elevations (all levels, actual topographical). F. Garage finished floor elevation (actual topographical). G. Corner lot elevations (actual topographical). H. Driveway corner elevations. I. Zoning setbacks (front, side and rear). J. The location of all public and private easements. K. The location, termination, and all invert elevations of all drainage piping (sanitary and storm) showing all elevations necessary to show positive gravity flow to the approved drainage device (i.e.: peepholes, storm lateral, sanitary lateral). L. Residential driveways, sidewalks and wheelchair ramps will be shown on site plans and will be in accordance with the CITY OF TIGARD standards. Drive-way cuts shall not be permitted within 30 feet of intersecting right-of-way lines nor within 5 feet of property lines. Weep holes/drain pipes will be installed 5 feet from adjoining property lines. Multiple driveways on individual parcels of land must have 30' of separation; joint use driveways require a formal agreement. M. Show all erosion control devices proposed for site; refer to UNIFIED SEWERAGE AGENCY ( USA Technical Guidance Handbook_(Revised 1994), or telephone USA at 648-8621 for assistance. N. Show location of existing facilities and new or relocated sti uctures (mai!boxes, power poles, water meter, light pole, stop sign, etc...) O. Indicate property slope directions. P. Existing and finished contours when slope in any direction Exceeds 20%. i SFREOI.DOC(fists)9/98 Solar Balance Point Standard Worksheet ter c� Address 9879 SW Landau Place Box A calculations: North-South dimension for the lot, Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the line with the smallest angle from a line drawn east-west and intersecting the northern most point of the lot. I NOR PfJ � 1 N North-South Dimension for Lot. Measure the distance from the midpoint of the North lot line to the South lot line along the described line. i I► feet — N Box g calculations: Shade point height for your resider,:e. Box B: 1. Determine whether measurements will be based on the peak or eave of your Which describes structure. The orientation of the ridge is also important. your residence? 1a: If the roof line runs North-South, measurements will ,` (circle one) be based on the peak of the roof. jObt301 W UUM ""TM"► A 18 1 C: 1b: If the roof line runs East-West and the roof pitch is less than 5/12, measurements will be based on lie eave. 9WX PC*a[Aa( 0 1c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the f'9peak. x b Box B. continued Box S' 2. Measure change in elevation from front pro(,erty line to finished floor elevation. If the lot slopes up from the front lot line to the foundation, the figure is positive. If ft the lot slopes down from the front lot line to the foundation, the figure is negauve. 3. Measure distance from finished floor elevation to the affected peak/cave. -- ft 4. If the roof line runs North-South, deduct three feet. If die roof line runs East-West, _ 3 _ ft deduct nothing. S. Subtract one foot for each toot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. 6. Total figure for box 6: ?3 - W- ft Box C. Distance to the shade reduction line. Box C: 1. Measure the distance from the North property line to the foundation near the It affected peak/eave. 2. Measure the distance from the foundation to the affected peak or eave. + ft 3. Total figure for box C: ft It is most useful to draw a vertical line to represent the appropriate figure found in box"A'and a horizontal line to represent the appropriate figure found in box"C'. rhe intersection of the vertical and horizontal lines determines the value found in box'D'.The value in box'D'should he compared to the value in box'©';if the value in box V is less than or equal to the value found in box'0',then the building is in compliance with the solar balance code. If you have any questions, please contarl us at 639-4171,x304 or at the Community Development Counter. MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Distance to North•soUth lot dimension(in feet) shade 100+ 95 90 85 80 75 70 65 60 55 0 45 40 reduction line from northern Is,1.Ji>Zs i _ 70 ^ 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 38 39 40 41 42 55 34 34 34 35 36 37 38 39 40 41 so 32 32 32 33 34 35 36 37 38 39 40 45 30 30 30 31 32 33 34 35 36 37 38 39 40 28 28 28 29 30 31 32 33 34 35 36 37 38 35 26 26 26 27 28 29 30 31 32 33 34 35 36 30 24 24 24 25 26 27 28 29 30 31 32 33 34 25 22 22 22 23 24 25 26 27 28 29 30 31 32 20 20 20 20 21 22 23 24 2.5 26 27 28 29 30 15 18 18 18 19 20 21 22 23 24 25 16 27 28 ® 16 16 16 17 18 19 20 21 21 23 (!V 25 26 5 14 14 14 15 16 17 18 19 20 21 22 23 24 ExD. Maximum allowed shade point height: _ _ feet Qil� t,•Wui s\nancy\vent,,ra\s�lar.rhp Reviwd 7/26/96 CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE CUSHMAN FAMILY PLUMBING 4535 SE 35TH PLACE PORTLAND OR 97202 Plumbing Signature Form Permit # . . . . : MST98-0433 Date Issued. : 12/02/98 Parcel . . . . . . : 1S125CD-^.'IG06 Site Address : 09879 Ow LANDAU PL Subdivision. : TIGARD WOODS Block . . . . . . . . Lot : 006 Zoning. . . . . . . R-4 . 5 Remarks : Path I Your company has been indicated as the plumbing contractor for the permit indicated above. In order for the plumbing permit to be valid, please have the appropriate individual from your company sign below and return this Plumbing Signature Form prior to the start of work. No plumbing inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM WNER: PLUMBING CONTRACTOR: BEACON HOMES, INC CUSHMAN FAMILY PLUMBING 9500 SW 125TH AVE 4535 SE 35TH PLACE BEAVERTON OR 97003 PORTLAND OR 97202 lll.ne # : 524-1999 Phone # : Reg # . . : 001068 X Signature of Authorized Plumber Please return this completed form to the address above. ATTN: Building Dept. If you have any questions, please call 639-4171 , ext. #310 Main Office Branch Olyfce P.O. Box 23814 4060 Hudson Ave., NE • Tigard, Oregon 97281 Salem, OP,97301 Carlson Testing, Inc. Phone(503)6843460 Phone(503)589-1252 FAX(503)684-0954 FAX(503)589.1339 November 16, 1998 CTI #97 G1 155 Harper Righellis, Inc. J`G'p,RO 5200 SW Macadam Ave. - Suite 580 C1�� 0 Portland, OR 97201 FINAL REPORT OF EARTHWOI '( OBSERVATION AND TESTING FILE r TIGARD WOODS SUBDIVISION F HCS q8 — oa 8 TIGAM, OREGON Carlson Testing Inc. (CTI), has conducted on-call inspection services for the earthwork at the above residential development located on SW Landau Place & SW Landau Street in Tigard, Oregon. This letter briefly summarizes our observations and testing during construction and the as-built soil conditions to the best of our knowledge. This letter also provides recommendations for foundation design and soil guidelines during construction of the single- family homes. SITE PREPARATION AND FILL PLACEMENT Based on our visual observations and our density test results no engineered fill was placed on any of the lots or the streets. Density tests were conducted on the storm and sewer trenches and the base course only. OBSERVATIONS From our observations and hand probing, the surface of the most lots are covered with approximately 18 to 24 inches of newer strippings, uncompacted material, and/or water softened soils that will require excavation prior to construction of foundations with the following exceptions: Lot 1 contains up to 4 feet of uncompacted material on it's surface. In addition, the utility trench along the east side of the lot appear to have been backfilled with on-site soils with no compactive effort and has settled nearly 10 inches. Approximately 3 feet of soft, old fill was encountered on Lot 5. A small stockpile of material was observed near the center of Lot 8. This pile should be removed prior to tho foundation excavation. Lot 2 has an existing structure. HOUSE EXCAVATION GUIDELINES We anticipate foundation excavation depths to vary throughout the subdivision. The foundation excavation for Lot 1 is anticipated to range bet% -1en 3 Yz and 4 feet. In addition, the proposed foundation should have a rninimum horizontal setback of 5 feet off the edge of the uncompacted trench. The foundation excavation for Lot 3 and 4 is anticipated to be 18 and 24 inches, respectively. Excavation depths ranging between 2 and 3 feet are expected on 5 through 8. We anticipate the deeper excavations (3 feet) will be necessary along the back side of the lots near the ravine. Some groundwater seepage and/or water flow should be anticipated. Perimeter footing drains may be required for Lott 5 though 8. t CTI #97-G1 155 Tigard Woods Page 2 If excavated material is spread around the lot deeper than one foot and is expected to support appurtenant structures such as deck footings and sidewa!ks, it should be placed, compacted, and tested as engineered fill. The foundation excavations for Lots 5 through 8 should be reviewed by a Geotechnical Engineer. FOUNDATIONS The proposed one- to two-story residential buildings will likely be founded on shallow spread footings bearing on competent native soils or engineered fill. Spread footing design and construction should generally conform to UBC Chapter 18 and/or Chapter 4 of the CABO One and Two Family Dwelling Code, except where we specifically recommend otherwise. For protection against frost heave we recommend that spread footings on nonexpansive soils have a minimum final embedment depth of 18 inches for exterior grades on level ground. The recommended minimum widths for continuous wall footings are tabulated below: Minimum Width for No. of Stories Continuous Footing (floors supported) (in) 1-story 12 2-story 15 As previously stated, the allowable bearing pressure can be taken as 1,500 lb/ft"for footings bearing on competent native subsoils or engineered fill. The recommended maximum load is 20 kips for column footings. For heavier column loads and masonry chimneys, a Soil Engineer should be consulted. The coefficient of friction between on-site soil and poured-in-place concrete may be taken as 0.35. The maximum anticipated total and differential footing movements are 1 inch and 1/4 inch, respectively, over a span of 20 feet. If requested, CTI can provide inspection services to verify that suitable foundation subgrade is exposed prior to placement of concrete. I � i I #97-G 1 155 ^^ Tigard Woods Page 3 CLOSING AND LIMITATIONS Our reports pertain to the materials tested/inspected only. This letter should be made available Lo each builder in the developrnent; however information contained herein is not to be reproduced, except in full without prior authorization from this office. This letter should not be construed to relieve or lessen the responsibility of the contractor or owner's site representative for this site work, but is provided for the minimum required governmental assurance. Our support was given on an as-needed basis as requested. If conditions are encountered during foundation excavation which differ from this report, then the developer (Harper/Righellis) and CTI should be allowed to review the f:ondition before corrective actions are taken. Corrective work performed by the builder with:)ut notifying the above parties will be interpreted as an acceptance of the conditions encountered. Respectfully submitted, CARLSON TESTING, INC. 0 PROFFS 5 GItVEtR si0y jr 14743 �< OREGON 23, D. IMe Brian D. Leach, E.I. Engineering Associate James D. Imbrie, P.E. Principal Engineer Attachments: Summary report of in-place soil density tests cc: City of Tigard Bldg. Dept. CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE BEAR ELECTRIC PO BOX 389 28085 BUTTEVILLE RD NE DONALD OR 97020 Electrical Signature Form Permit # . . . . : MST98-0433 Date Issued. : 12/02/98 Parcel . . . . . . : 1S125CD-TIG06 Site Address : 09879 SW LANDAU PL Subdivision. : TIGARD WOODS Block. . . . . . . . Lot : 006 Jurisdiction : TIG Zoning. . . . . . . R-4. 5 Remarks : Path I Your company has been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual trom your company sign below and return this Electrical Signature Form prior to the start of work to the address above, ATTN: Building Dept. No electrical inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM !-OWNER: ELECTRICAL CONTRACTOR: BEACON HOMES, INC BEAR ELECTRIC 9500 SW 125TH AVE PO 13OX 389 BEAVERTON OR 97008 28085 BUTTEVILLE RD NE D014ALD OR 97020 Phone # : Phone # : F-678 -1108 Reg # . . : 000209 Xc Signature of Supervising ect�ician___ 3 /Gz.S If you have any questions, please call 639-4171 , ext. #310