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7500 SW DARTMOUTH STREET STE 200 ADDRESS : SIA ; f C i:lrecordslmicroflmltargetslbuilding.doc CERTIFICATE Of' CI OF T I CARD OCCUPANCY COMMUNITY DEVELOPMENT DV Rf ENT PERMIT #. . . . . . . t DUP94-0080 ,.I , 'r DATE 1SWEI)i 06/07/94 I.M.25 SW Hall Blvd.Tigard,Oregon 97223%81 03) 0-4171 PARCU.-i 191aft DC, OF-.11,501 B I TE ADDRE15S. 0,1500 SW DARTMO1_!1 H ST #9. 200 SUBDIVISION. . . . t 70NINGiC-1:3 BLOCK. . . . . . . . . . 9 LOT. . . . . . . . . . . . . a ............ CLi3'�X or WOW4. -ALT TYPE OF USF. . . :CUM OCCUPANCY ORP. :V12 OCCUPPNCY L.OAVu VE.NANT NnME. . . if IT-TSMARI Remariess Petur4art- remodel of doo groominki/yet mrpas PETSMART WOO N 31ST AVC. C300 V4401ENZ X AZ 85051 Phone 0i 817-497-41e7 0 nt re c:t 0 r 3 RUSHFORTH CONSTRUCTION 1308 AkEXANDEP AVENUF7. T,A(7,nMn WA 9A48,, #% P06-9PP-1F.184 It. . v 46 79P (if tho above r-efint-Lanced buildly)p :i. � hereby given, and ovrtifil- hal L. umplianc-e with the State Of Oregon Spociali.v lodes for the group, 1:.'cupancyl mid use under which the referenced permit waft :slued. 01 1 N IS(-.1 U C'r 0 R BUILDING OFFICIAL POST IN CONSPICUOUS PLACE I1.8PECfI94 NOTIC& cit7 or Tigard Huil&fAg Deperb mt 131.25 !M Bell Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone)t 639-4173 Business Phones 639-41.71_ s�p Inspectionr footing Plbg. Undorslab Meeh. Rough-in Appr/Sdwlk round. Plbg. Top M't Oas Line FINALt Post/Roam Struct. San. Sewer hawing .-Bldg. Post/Beam Koch. Rain Drain Insulation -plumb. Plbg. Underfloor N ter Line Gyp. Bd. -Koch. Date Requwatedt��---,� Times AK •- -PK Address t fid _LL fLfC L_.---• Permit 47 1 r Builders_ _ THE poLLOWING CORRzLrIOM8 ARE PEQUIRBDr AN ,cb �`- - LOW— Inspactorr / ' �.. Dates!/' AppsOy�p DISAPPRO/!D _ _ APPROVEn 911FLIRrT TC ARnVF. For Reinsp. /�NS RECTION HQ::CS City 1 Z'islard ldin4 _apart —t 13125 SA/Hall 1 ° 97223 Inspection Line JR o 63 A 5 B�asinesa Phone: 639-4171 Inspection:___ --- Tooting Plbg. pnderslab Mech,' ugh Appr/Sdwlk Plbq• Top Out LF Tound. / \ j\ 1 Post/""am strumTramin_. San. sower g -Bldg. Past/Beam Merh. Rain Dain Insulation --pla h. Plbg. Underfloor hinter Line oyp• Rd. 'timet AM PH Date Requested' 'Sa/1 permit f i Address: L s Builder:- TRE FOLLOWING l3J SONS R�IREDs �I 11 "a 421 Inspectors Dais:_-S��JC rEp D I SAi'PRnvF-r -- APPROVED SUBJECT To ABOVE Call Tor ReLnnp. LN.$,PE�:'P NOTICE City of Tigard Building Departsmnt 13125 Sw Ball Blvd. Tigard, Oregon 97223 2nepecti.on Line (Rec--O.-Phone)t 639-4175 Business Phones 639-4171 .nepectton: Footing Plbq. UnderRlab Mech. Rough-in APP /i Sdwlk —� found. Plbg. Top Out Gas Line FINAL, I-�L T Post-%BeRm Strttct. San. Bower Framing -Bldg. Post/Beam Moch. Rain Drain Insulation -Plumb. Plbg. Underfloor water Lina 4YP• Bd. -Meeh. Data Reque itodt 5 !is 9(/ _�Tirtst AM Address: _�/`) J— U.��l Perm�lt` Itu.11dert_ c1 1 _L, 1A,` TBE MLLOWING OORRECTIONS ARE RF•QUI Dt --------------- - ri Inspectors / _ Datat� Li -- APPROVED DISAPP D APPROVED Stl CT TO ApOVe C811 Relns P rr INSPECTION NOTICE City of Tigard Building Department _ 13125 SW Ball Blvd. Tigard, Orogon 97223 inspection Line (Rec-O-P ones 639-4175 Business Phones 639-4171 Inepectiont— — Footing Plbg. Unaerslab Mach.---R---c---ug---h���-L-inLLLSLI_Appr/Sdwlk Found, Plbg. Top out Can Line FINALt Poet/Beam Struct. San. Sewer Framing -Bldg. Poet:/Beam Milch, Rain Drain In+ulation -Plumb. Plbg. Underfloor pater Line Gyp, Ed, -Hoch. Dita Roquestedt - �- 9 Tim. Address:--- ---�J. �-r Pec�sit Duildere . n- ,-, 5 7 7 THE FOLumINO CORRacTIONs ARE R*WIREDt Inspector: �� Date: "PROVED _v DISAPPROVRD APPROVED SUBJECT TO ABOVk _Call For Reinep. wB�ttir.e., INSPECTION NOTICB r City or Tigard ttuild.Laq Departsit 13125 Sw Hall Bled. Tigard, oregon 97223 Inspection fine (Rec-O-Phone)t 639-4175 Business Phonet 639-4171 r Inspection,_ /71/) /tr Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. P.),j. Toy Out Gan fine FINAL: Poet/Beam St.ruct. San. Sewer Framing -Bldg. Poet/Beam leech. Rain Drain Insulation -Plumb. Plby. Underfloor Nat er Line l oyp. Bd. -Nech. Data Requentedtt— /��r ,Timet AN PN Address: 7�J��n /< zL111-1 to r Permit �vs a Buildert_ '.LG., X ME FOLLOWING CORRECTIONS MM REQUIRED: N la 1 Inspectors _ ___ Date: _ PROVED DISAPPROVED APPROVED SURJECT TO ABWE Call For Poinsp. INSPECTION NOTICE City of Tigard Ruilding Department 13125 SW Hall Olvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)a 639-4175 Businasa Phone: 639-4171 Inspection:_ Footing Plbg. Underelab Mech. Rough-in Appr/3dwlk Found. Pllg. Top Out Cas Line FINAL: Poet/Ream struct. San Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulatio - n ) -Plumb. �_ Plbg. Underfloor Nater Line �j; Bd. -Meeh. Date Requested:_ /_�_� Addreea: .� � �U � / T rJC< L� Parm t �:..�—L_�� Builder:lh�L__�f��.� THE FOLLOWING OORRECTIONS ARE REQUIRED: Inspector':/__�_� —__ Dato: APPROVtD DISAPPAOV6D APPROVED SUBJR(-r TO ABOVE Call For Reinup. ` RECEIVED TUALATIN VALLEY FIRE & RESCUE MAY U :31994 AND COMMUNfIY UEvt.u.trtrtr IVl BEAVERTON FIRE DEPARTMENT rr.41�1 4^,•55 SAM. Griffith Chive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 April 18, 1994 Grinnell Fire Protection Systems 2870 N.W. 29th Avenue Portland, Oregon 97210 Re: Petsma.rt 7.500 S.W. Dartmouth .090A-160-002 Ge. emen: This is a Fire and Life Safety Plan Review and is based an the 1991 editions of the Uniform Fire .'ode (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Cede (UMC) specifically referencing the fire department, and other local ordinances and regulations. This review covers the minor modifications to an existing sprinkler system in the above noted occupancy. The proposed modification is approved as submitted. Call this office for inspection of installed equipment while the installer is Mill on the job. Please notify this office 2.4 hours prior to anticipated completion for field verification of compliance of altered equipment . NFPA 13 Sec. 1-11. All modifications to the existing automatic sprinkler system must meet the applicable provisions of National Fire Pte----Lion Association Standard No. 13 . No automatic sprinkler head may exceed 7 1/2 feet from any wall,, nor be closer than 4 .inches (wf? prefer a foot) to any wall, soffit, bulkhead, or similar obstruction . Small rooms riot exceeding Boo square feet may have sprinklers 9 feat or less from walls (reference NFPA 13 Sec. 4-4 .1 .2) . Please refrain from allowing the contractor to install the ceiling tiles until you have .called us and we have inspected the modifications and given our approval . "{forking"Smoke Detectors Save Lives Grinnell Fire Protection Systems April 18, 1994 Page 2 All armovers 24 inches or longer in length shall be suppor':ed by hanger in an approved manner. An approved set of plans shall be available to the inspector at the job site at all times during construction . Approval of submitted plans is not an approval of omissions or oversights by this office or vF non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 526-2469. SincIrel y, c flean E. reia 9 Deputy Fire Marshal J DEF:kw cc: City of Tigard Building Department '� INSPECTO _ (PQ Cg City of Tigard Building Daparttaont 13125 Sw Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-o-Phone)t 639-4175 RU9i11e[44 Phone: 639-4177 Inspection: Footing Plbq. Hoch. Rough-in Appr/Sdwik round. Can Top out Can Line PINALt Poet/Beam Svruct. Sante. Sewer Framing -bldg. Post/Ream Hoch. Rain Dt•aln Insulation -Plumb. Plbg. Underfloor Maurer :Lim G/ Gyp. Bd. -Kwh. Date Requested / -,� - / TLmv - -AH -------PM Uri �i ,,, a P� nes�'LL� Addresst P�sw�i!Lft y/_ G Builders t!%lam-2r/Y7 �(.C t/N L7 LD`1. /(o L / TNR rOLLof1ING CORRECTIONS AIIE REQUIRRDt 4v Y "r Inspector:-� -- -- - -- Date:-- C� / APPROVED DIlsAPPRrri7RD APPROVRD SURJ19rT TO ABOVE Call For Reinap. INSPECTION NOTIC£ City of Tigard Building Department. 13125 RW Bahl Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection$Y Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwl.k Found. Plbg. Top Out Dae Line FINAL- Post/Deal" Struct, Sen. Sewer CF -Bldg. Post/Ream Hoch. Rain Drain Ineulatior, -Plumb. Plbq. Underfloor Water Line Q Gyp. Rd. -Hoch. Date Raqusstedt __ —13 / ' ,Tunas P AN PN Addresez7IV / Q� �(nCPetO:�'�(�_ (/O Builder-_ L 1 L� _6t�zx?- xz THE FOLLOWING CORRECTIONS ARF. REQUIRED: Inspector z�— � - - -— Date: - //� C7�.[ _APPROVED _ DISAPPROVED APPROVED BUB.IECT TO ABOVF. — _Cell For Reinap. CAly OF TIONRI) F4 (13--JPI Of: PtlyPiV141' Wr.C,(- JPI NO. 4--P5 10,33 CHECK W0104 T 3p. 5ka JET HF AT MC CASH (1110,1141 v W %3w F'. 0. 14()X 7,-36P PAYPIFNT N.M.' n N4/N7/'94 OR 97303--P x:34 AARIP(l.4. OF Pf)YMF.Nl AMAIN r PW 1) U,lIRPM,& 01:1 POYMV10 (Mi It IN I PAJ 0 ............. L CHANICAl PF MFF U94--001,47 R5.00 S1 . BUILD VIVJ? 'LAN CHFCK Ft. 6.P5 i!',4011) (-iW DARP10111H /PP'J93MARf I'MIll OMOUNT P0.11) MECHANICAL CITY OF TIGARD PERMIT < FCR'�I I f #. . . . . . . MEC 34-00f� I COMMUNITY DEVELOPMENT DEPARTMENT DA I L 1 i.3SUED: 04/06/`1,+ 13125 SW Hay Blvd.Tigard,Oregon 07223.9109 (503)939-4171 PARCEL: 1S136DC-02501 S I"-E ADDRE:'3�. . . 07500 SW DARTMOUTH ST #S. L_00 SUBDIVISION. . . . a ZONING: C--G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF WORK. . :ALT FLOOR FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . : OCCUPANCY URP. . :B2 VENTS W/O APDL: VENT SYSTEMS: STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . .. : FUEL TYPES--- - - -- 0- HP. . . . : DOMES. I NU I N: : /GAS/ / / 3-15 HP. . . . : COMML. INCIN: MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNITS: 1 FIRE DAMPERS''. . : 30-50 HP. . . . : WOODS-roVES. . : GAL-3 PRESSURE. .. . s 50+ HP. . . . : CLO DRYERS. . : NO. OF AIR HANDLING UNITS OTHER UNIT'S. : 1 F URN < 100K 111T U: (_ 10000 c f m GAS OUTLETS. F-U HN ) =100K D l U: > 10000 r^E. Reniarks : F'etSMar`t-- remodel of clog grcom3.nrl/vet areas Owner: -- -_•-------__.______-------._________---._-------- --__.___. FEES PETSMART type aMOIAnt by date r•er..pt 1000 N 31ST AVE. C300 PRMT 4 2,5. 00 MAP 04/06/94 F'!._CK E 6. 23 MAB 04/06/94 - PHOENIX AZ 85051 317,CT $ 1. 25 MPS 04/06/94 Phone #: 817-497-4127 i-ontTactor : JET HEATING 1935 SIL.VERTON RD NE SALEM OR 97303 ----____-. Phone ##: 363--232,4 t 32. 50 T(]TAI_ Reg #. . : 03944 _------ REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Dl_Ict Inspection Tigard Municipal Code, State of Grp. Specialty Code! and all other Final Inrpecti.on applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is l,ot started — within 108 days of issuance. or if work is suspended for more than 10N days. � -- �--- _- r m i t t e e S i g l l a t U r-e : - � =� - - - ! Sc,Ued By : - C a I I for- inspection - 639-4175 City of Tigard MECHANICAL PERMIT P1ancWRec. #_ 13125 ser Hall Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 as«hp on Oi_C 17f� table 3A IJJedtanieaf Coda OTY PRICE AMT Job '.,r h 5-J) / � �- y 1) Permit Fee -o- -0- 70_00 Address Sopplernrntal Permit : .� 00 ._ - ace 1 TU.M'T)TU 1) Ind,ducts A vents 6.00 » FW.0 — - Furnace X) Ems+ -. Owner 2) Ind.ducts A vents 7.50 wAP Flocir Fumanoo 3) ind.vent 6.00 &spoiilo eater.w +eater " i ,11 or floor mmarhnted hoatcr 5.00 u 9 ent rat u .in -�— Occupant � It � 5) appliance permit 3.00 Repak of heating,retrig. �7Z 3�j 6) cooling, ,bsaption unit , n - ! 6.00 i er or aimp,heat pump,as ca . 7) to 3 HP absorp uMt lo IJOK BTU 6.00 — �; yl. M.O.V - Boiler or comp, at pump,'air 3-15 HP absorp unit to 500K BTU 11.00 Contractor 211, - -- Boller or-com-Twat -- P. Pump,air ah �!� 9) 15-30 HP absorp unit.5-1 mil BTU 15.00 w « _ Boller or oomp,neat pump.air 3 qr. r r 10) 30-50 HP absotp unit 1-1.75 mil BTU 22.50 -icy ec g- at I have toad is ap ir.etas, t F_P__ _—Soifer cW comp,rat pump,air coiii. Information given is conrect..that i am the owner or authorized agent 11) >50 HP obsorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliance with State r hammy unit b laws,that I am registered with the Constiuct in Contractor's Dowd, 12) 10,000 CFM 4.50 that thn ni imbw given Is correct (It exempt from State registration, it{hank�ahg unt --. _ please give reason below.) 13) 10,000 CTM 4 7.50 _-. evaporate cooler 4.50 Vent—'fan amnecuid -_— — 15) to a single dud 3.00 eR tia�on system not 16) included in appliance permit 4.50 Hood served by--- 17) mechanical exhaust 4.50 w new addition Q alteration reps m nr stnTa to be done residential Q nonresidential Q 18) type Incinerator 30.00 cu(hri use o - -_r i.a.. stove ws;ter bedding or properly 19) heater,solar, dryent etc. 4.50 rir Proposed use of 20) pas piping one to four outlets 2.00 building or property '-- 7 of fuel-c1 21) More than 4-per outlet Type t) natural gas O LPG O electric Q , NOTICE �_II Mir0mum Fee$25.00 SUBTOTAL zfi PERMITS BECOMV VOID IF WORK OR CONSTRUCTION - AUTIIORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE 1,25 IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTALTis AFTER WORK IS"OMMFNCFn TOTAL Special Canditinn; -- ----._ Data issued by 4M�IIPMT w�srtiM+ 94033034 Washington County Page 1 of STATE OF OREGON i SG County of*wIshington J I, Jerry jjaneon, Dire+,tur Of Assess- ment and , xafion and Ex-Offiulu County Clerk for dtiid oourity,rj'o hereby certify eive that the withht inblmtment of writing s and readrdod Ih book of records Of said county, `4,erry Hans dn 1rector of sessment aa ation,Ex cio County Clerk Doc 94033034 28. 00 Rett: 120002. 04/06/1994 02: 17: 15PM e 93081047 93078848 Washington County Washington County- STATUTORY QUITCLAU,4 DEED SUPERVALU Holdings, Inc., an Ohio corporation, Grantor, releases and quitclaims to SUPERVALU I foldings, Inc., an Ohio corporation, Orantee, all right, title and interest in and to the following described property: See Exhibit A, attached hereto and incorporated herein by this reference. PREVIOUSLY RECORDED THIS DEED IS BEING RERECORDED TO CORRECT THE LEGAL DESCRIPTioN-AS FEE 8 93078848 THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOL4TION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPER'iY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY E APPROVED USES. The true consideration for this conveyance is $0 - the conveyance is pursuant to Lot Line a Adjustment No. MIS93.0010, City of Tigard. 8 DATED this )7 day of September, 1993. RE-RECORDED To CORRECT LEGAL SU"ERVALU Holdings, Inc., an DESCRIPTION. PREVIOUSLY RECORDED g AS PEE 4 93078848 and AS PL'E # Ohio corporation 93081047, on 9-27-93 rind 10-1-93, respectively #1112 B v ' y: 1:iMAH HARRIS \ Its: VICE PRESIDENT STATE 01" MINNESOTA ) ) ss. �7 County of Hennepin ) The foregoing instrument was acknowledged before me this '`day of ytatl n�-L?t 1993 by �`L)&jct I•(I I({ �,1.�_L of SUPERVALU Holdings, Inc., a corporation, on behalf of the corporation. 3 MAMA• TERESA ANN SMrTH NOTARY PUBI.IC•MINNESOTa ti'm CARVER COUNTY My Commission Expires Oct ta,1996 Notary Public for Minnesot t O My commission expires: t(((�1(9 t< a After recording return to: SUPERVALU Iloldings,Inc. P.O.Box 990 Minneapolis,MN 55440 Attn: Legal Department Until a change is requested all tax statement, ,hall he sent to the folloring addrnu: SUPERVALU Holdings,Inc. P.G.Box 990 Minneapolis,MN 55440 Attn: Tax Department r DEVELo?ni mi: F. 2724 S.E. Sunflower Ct. to_ r����uc��on Hillsboro, Oregon 9717_3 rA ,CRVIcC (503) 648-4959 FAX: (503),,40-9385 PR PERTY DESCRIPTIOV: (PORTION) TAX LOT'S #600, 2500 & 2501, MAP# 1S 6DC FOR: ORDON DAVIS DATE: AUG. 9, 1993 LOCATIO : S.W. 72nd AVE. JOB NUMBER.: 91�1124 FOR IDENTIFI , TION PURPOSES ONLY PROPOSED AIL FOUR USE ON LEGA INSTRUMENT A PORTION OF THAT RTAIN TRACT IN THE SOUTI AST QUARTER OF SECTION 36, TOWNSHIP I SOUTH, ANGE 1 WEST, W.M., WA HINGTON COUNTY, OREGON, SAID PORTION BEING MOR 'ARTICULAR DESCRI D AS FOLLOWS: BEGINNING AT A POINT THAT '� ARS NORT , 86°45'21" WEST 430.14 FEET, SOUTH 01°43'56" WEST 100.02 FEET AND 'OUTH 8 °16'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOW ACT PER BOOK 256, PA%jE 419, DEED RECORDS OF "AID COUNTY, SAID POI OF BEGINNING ALSO BEARS NORTH 22" 38'45" EAST 918.74 FEET FROM HES VASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST HWEST ORNER� SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046' " EAST 126. FRET; THENCE SOUTH 01043'56" WEST 185.05 FEET; THENCE SO H 11°30'30" EAS 4.93 FEET; THENCE SOUTH J1° 43'56" EAST 280.81 FEET; NCE NORTH 88016'04" WEST 164.00 FEET; THENCE NORTH 01043'56" EAST 565.8'1 DEET; THENCE SOUTH 88 6'04" EAST 48.38 FEET TO THE POINT OF BEGINNIN CONTAINING 87,101 S ARE DEET, MORE OR LESS. \� FOR BASIS OF BE .INGS AND ADDITIONAL INFORMATION SEE SU�YEY 24389. j STATE OF OREGON County of Washington SS I,Jerry R.Hanson,Director of Assessment and Taxation and Ex-Officio Recorder of Con- veyances f r 'said county, do hereby certify that the wNn instrument of writing was received and rebed In book of records of said county. Jerry Hanson Director of Assess nt and '7axatlon, Ex- Officio `y Clerk Doc 93078848 Rect: 108707 . 8. 00 09/27/1993 10: 43: 37AM \ Subdivisions • Planning • Design • LA.D.s • Surveying • Mapping � 3 DEVELOPmEnd a 2724 S.E. Sunflower Ct. . comviuccion Hillsboro, Oregon 97123 �. IFIViCE3 (50 648-4959 FAX: ,503) 640 9385 PROPERTY\RN (PORTION) TAX LOTS ii 600, 2500 & 2+01, MA 1S1-36DC FOR: GORDATE: SEPT. 28, 1 . 3 LOCATION . JOB NUMBE 110024 FOR IDENTPOSES ONLY PRO D RETAIL "B" FOR USE ON LEGAL INSTR .ENT A PORTION OF THAT CERTAI TRACT IN THE UTHEAST QUARTER OF SECTION 36, TOWNSHIP I SOUTH, RAN I WEST, W. WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PA ICULAR D 'CRI BED AS FOLLOWS: BEGINNING AT A POINT THAT BE S RTH 86045'21" WEST 430.14 FEET, SOUTH 01,143'56" WEST 100.02 FEET AND rH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TO TRACT PER BOOK 256, PAGE 419, DEED RECORD; OF SAID COUNTY, SAID OI OF BEGINNING ALSO BEARS NORTH 220 38'45" EAST 918.74 1TTEET FR M T WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHW T CORNSOF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 5 46'00" EAST 1 6.22 FEET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; THENC SOUTH 11030'30" ST 34.93 FEET; THENCE SOUTH 010 43'56" WEST 280.81 FEET THENCE NORTH 880 '04" WEST 164.00 FEET; THENCE NORTH 01'43'56" EAST 5.81 FEET; THENCE SO H 88016'04" EAST 48.38 FEET TO THE POINT OF BEGIN NG. CONTAINING 87,10 SQUARE FEET, MORE OR LESS. FOR BASIS OF B ARINGS AND ADDITIONAL INFORMATI SEE SURVEY 24389. STATE OF ORE ON County of Washi ton SS I,Jerry R.Hans Director of Asse ent and Taxation and Ex- fficio Record of Con- veyances for said co ty, do h by certify that the within instru ent writing was received and recorded ii said county, of records of Jerry Iia son Director of Ass ment and `Taxation, Ex- 0 '0 Coutny Clerk Doc : 93081047 Rect : 109033 23. 00 10/01/1993 10: 49: OOAM .�n Subdivisions • Planning • Design • l_.I.D.s • Surveying • i ALPHA ENGINEERING INC. ENGINEERING • DEVELOPMENT SERVICES • SURVEYING APRII, 5, 1994 LEGAL DESCRIPTION JOB #211-004 PROPOSED RETAIL "B" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PA':TICULARL.Y DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86°45'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE, 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 22- 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST' QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.81 FEET; THENCE SOUTH 01°43'56" WEST 196.87 FET:T; THENCE SOUTH 11'30'30" EAST 32.75 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE NORTH 88016'04" WEST 164.00 FEET;THENCE NORTH 01 043'56° EAST 565.81 FEET; THENCE SOUTH 88'16'04" FAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,193 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. REQISTEREU LPROFESSIONAL AND SURVEYOR c7mlcmo�' 93ATES CI_ R ?M9 o� PLAZA WEST • SUITE 230 • 9600 S.W. (LAK • PORTLAND, OREGON 97223 • 503-452-8003 • FAX 503-452.8043 A CERTIFIED TD QE,? TRUE AND COM�yjss CORRECT COPY OF THE ORIGINAL Ober :„•, TERRY R. HANSON, DIR M,7 "`; * rtment o essrt►rnt & Tarali�q 0y COU'Al 94 033035 Washington County Page t of STATE OF OREGON County of Washington SS I, Jerry R.-Aa'nson, Diredtc r of Assess- ment and Tbxaltbn and Ex•�gfclo County Clerk for 6aid County,do herhby T�ertity that the within ingtrument of writing w63'recelved and reobrded In book of rerottlg' said county. i fi6h brector of s6141dNt end iZatlon,Ex- oio Courtly Clerk Doc ; 94033035 Rect.: 120002 38. 00 04/06/1994 02: 17: 15PM 93078849 RE-RECORDED TO CORRECT LEGAL DESCRIPTIONS PREVIOUSL'i Washington County RECORDED UNDER FEE 11 93078849 AND FEE # 93081048. STATUTORY QUITCLAIM DEED 93081048 Wsschtngten County SUPERVALU Holdings, Inc., an Ohio corporation, Grantor, releases and quitclaims to SUPERVALU Iloldings, Inc., an Ohio corporation, Grantee, all right, title and interest in and to the following described property: II 11 DC SSeegExghilbiit A, RattCapcRhegdpheerpetopagnRdE iTncorporated herein by this reference. P��[ '10USi.YIREC�R1) DRiC EjF G11NUMBGRL930 iliL'jHE LEGAL DESCRIPTIONS FOR PARCEL R & C. -I HIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBEn IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND 3 REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VFRIFY APPROVED USES. 1� The true consideration for this conveyance is $0 - the conveyance is pursuant to Lot Line Adjustment No. MIS93.0010, City of Tigard. DATED this /?"' day of September, 1993. SUPERVALU Holdings, Inc., an _ Ohio corporation •�U By: I ISAIAH HARRIS Its: VICE PFLESIDr_NT JJ STATE OF MINNESOTA ) ) ss. County of Hennepin ) N The foregoing instntment was acknowle 1ged before me this JLJy�,day of r [iIy j k,j , 1993 by L( 'iot,i-t 1,N d VC,ti,�, of SUPERVALU t Ioldings, Inc., a corporation, on behalf of the corporation. 0 ® TERESA ANN SMITH NOTARY PUBLIC-MINNESOTA �1L�LF�t Ct J -i� )J •MJIM �r CARVER COUNTY Notary Public for Minnesota My Commission Expires Oct.14,1996 s My commission expires: ((A Iq 1-1t, MMMIVMMJIMI.Mh/Nh-::vr M"�M V After recording return to: SUPERVALU Holdings,Inc. P.O.Box 990 Minneapolis,MN 55440 Attn: Legal Department Until a change is requested all rax sretements shall he sent to the following addresu SUPERVALU Holdings,Inc. P.U.Box 990 Minneapolis,MN 55440 Attn: Tax Department i_4 y 2 PARCEL A EX HIRIT A, PAGE 1 A PORTION OF THP. SOUTHEAST QUARTER OF SECTION ,36, TCWNSFIIP 1 SOUTII, RANGE l 'ST, W.M., WASHINGTON COUNTY, OREG N. SAID PORTION RUING MORE PART' ULAR DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON VIE BAST LINE OF SAID PARCEL 1, IN THAT CLiR PAIN BARGAIN AND ALE DEED TO SUPERVAL,U HOLD NGS, INC. AND RECORDED AS DOCUMENT NO. 3003638, DEED RECORDS OF SAI COUNTY, WHICH POINT' BEARS SOUTH 0O°02'16" ST 152.20 FEET FROM THE NO THEAST CORNER THEREOF, SAID POINT OF BEGINNI (i ALSO BEARS NORTH 03° '21" WEST 975.53 FEET FROM THE WASHINGTON COU TY MONUMENT AT 7/R6 HE OUTH QUARTER CORNER OF SAID SECTION 3b, AND R NN THENCE NOR 86°45'24` WEST 21.0? FEET TO THE CENTER OF RED ROC CREEK; TFIBNC$ IN CENTER OF SAID CREEK SOUTH 58° 43'03" REST 5.76 FEET, SOUTH 04.12'11" ST 34.80 FEET, SOUTH 51°41'12" WEST 44.29 FEET, SOUTH 15°5 '22" EAST 19.63 BT, SOUTH 26°50'41" WEST 68.45 FEET, SOUTH 78°47'53" WEST 3. 55 FEET, SO F!, 28°38'14" WEST 51.39 FEET, SOUTH 710 42'53" WEST 25.45 FEET, S UTH 13.12' 8" EAST 56.70 FEET, SOUTH 26018'07" WEST 28.27 FEET, SOUTH 56008'24 WEST 3 .37 FEET. SOUTH 24°39'15" WEST27.15 FEET, SOUTH 19°40'08" EAST 29.20 .ET, UTH 47°21'43" WEST 18.99 FEET, SOUTH 140 11'18" EAST 29.48 FEET, SOUT 590 813" WEST 23.13 FEET, SOUTH 09°44'38" WEST 14.97 FEET, SOUTH 66043'03" W 12.43 FEET, SOUTH 17°55'29" WEST 13.88 FERT, SOUTH 71008'07" WEST 22.17 FE SOUTH 30038'58" WEST 50.50 FEET, SOUT'11 04- 36'13" EAST 19.85 FEET, SOUTH 3 4'34" WEST 17,35 FEET, SOUTH 40°04'35" WEST 46.87 FEET, SOUTH 0,4035'05" E ST .76 FEET, SOUTH 87°53'43" WEST 15.88 FEET, SOUTH 32029'24" WEST 35.45 ET, S UTH 78.41'09' WEST 16.27 FEET, SOUTH 55° 41'21" WEST 56.27 FEET, SO H 10.32'1 ` 'PEST 13.32 FEET, SOUTH 62027'30" WEST 39.83 FEET, SOUTH l9°21'410 WEST 7.92 T, NORTH 87°54'42" WEST 17.36 FEET, SOUTH 05024'38" WEST 34.1 FEET, SO 51°12'32' WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.16 FEE TO A POINT O THE WEST LINE OP SAID PARCEL I; THENCE ALONG THE BO DARY OF SAID ! CBL I, SOUTH 00-13'48- WEST 32.55 FEET AND SOUTH 83"5 11" EAST 330.54 ; THENCE SOUTH 89016'25" EAST 168.22 FEET; THENCE UTH 74.00'35' RAST 1.13 FBBT; THENCE 117.99 FEET ALONG THE ARC. OF A 3.00 RADIUS CURVR TO HIG LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 1°17'01" BAST 117.67 FEET)\IHR SOUTH 88°33'Gy" EAST 170.04 FEET TO 1. DR SS CAP AT THE ANGLE POE EAST LINE OF THE GEORGE RICHARDSO D.L.C. NO. 35 AND THE ANI` "HE CENTERLINE OF 72nd AVENUE. ( OUNTY ROAD M US); THEN .iAID CENTERLINE, NORTH 01043'56" EA T 943.33 FEET TO THE NORTT�JAOF TOWER TRACT RECORDED IN BO K 258, PAGE 419, RECOID COUNTY; THENCE NORTH 86°43'24" ST 825.44 FEET �'d�M�lyT ING. CONTAINING 22. ACRES (DROSS),MORE OR LESS. SUBJECT TO E RICHTS OF THE PUBLIC TO ANY PORTION L ING WITHIN S.W. "I?nd AVENUE OUNT'Y ROAD NO. 245) EXCEPTING IIEREFROM THE FOLLOWING DESCRIBED PARCELS "B" NU"C" PARCEL B EXHIBIT A, PAGE 2 A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASIIINGTON COUNTY, OREGON, SAID PORTION BEIN MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A t'GI T THAT BEARS NORTH 86045'21" WEST 430 FEET, SOUTH 01°43'56" WEST 100.02 EET AND SOUTH 88016'04" EAST 48.35EET FROM THE NORTHEAST CORNER THE TOWER TRACT PER ROOK 25 , PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALO BEARS NORTH 220 38'45" EAST 918.74 FEW FROM THE WASHINGTON OUNTY SURVEYORS MONUMENT AT ""E SOUT'RWEST CORNER OF SAID SO HEAST QUARTER, AND RUNNING THEN( ' SOUTH °46'00" EAST 126.22 FEET- TM—F?4CF SOUTH 01043'56" WEST 185.05 FEET; THENCE UTH 11°30'30" EAST 34. FBBT; !'HEN'E SOUTH 010 43'56" WEST 280.81 FEET; T CB NORTH 88°16'04 WEST 164.00 FEET; THENCE NORTH 01043'56" LAST 565.81 ET; THENCE SOU 88°16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING V.101 SQUARE FEET, MORE OR SS. FOR BASIS OF BEADINGS AND ADDI ONAL FORMATION SEE SURVEY 2.4389. ?ARCEL C A PORTION OF THAT CERTAIN TR CT IN HE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE, WEST, M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PA 'ICULAR .D CRIBFn AS FOLLOWS: BEGINNING AT A POINT THA BEARS NORTH 6045'21" WEST 430.14 FEET, SOUTH 01°43'56'' WEST 100.02 FEET AND SOUTH 8801 '04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF i8 TOWERTRACT R BOOK 2.56, PAGE 419, DRE7 RECORDS OF SAID CO�NT , SAID POINT OF BEG NING ALSO BEARS NORTH 220 38'45" EAST 918.74 E 7FROM THE WAS HII TON COUNTY SURVEYORS MONUMENT AT THE SO THWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOU H 5646'00" EAST 126.22 FEE ; THENCE SOUTH 01043'56" WEST 185.05 FEET; T NCE SOUTH 11°30'30" EAST 34.9 FELT; THENCE SOUTH 010 43'56" WEST 280.81 T; THENCE SOUTH 88016'04" EAS 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S. 72nd AVENUE, WHEN MEASURED AT RIG TANGLES TO IT; THENCE NORTH 01° 'S6" EAST, PARALLEL WITH AND 56.00 T V. LIST OF SAID CENTERLINE, 599.89 FE 1'; TF.ENCE NORTH 85 051'42" WEST 295 9 FEET; THENCE SOUTH 34°33'11" WEST 5.33 FEET TO THE POINT OF BEGIN NG. CONTAINING 13 ,121 SQUARE FEET, MORE OR LESS. FOR BASIS OF EARINGS AND ADDI;'ONAL INFORMATION SEE SURVEY 24389. a i STATE OF OREGON j SS County of Washington I Jerry R.Hanson,Director of Assessr nt STATE OF OREGON i SS and faxatron and Ex-Officio Recorder on- i veyances foe saki county, do here certify 'Co-inty of Washington that the Within instrument of ring was I,Jerry R.Hanson Director of Assessment recelved fid,recorded in book records of said cou y� Ind Taxation and Ex-officio Recorder of Coil-, Jerry R. H on UirBctor of veyandep for said county, do hereb certity that the lthin instrument of writing was Assessme and `laxation, Ex- received al"4 recorded in book of records of T, Officlo my Clerk said county.~. y R. Hanson Director of As sr. and`Taxntion, Ex- Offici ounty Clerk Doc 93081048 Rect : 109033 28. 00 10/01/1.993 10: 49: OOAM Doc 9:3078849 Rect: 108707 \48. 00 09/27/1993 10: 43: 38AM AMENDED EXHIBIT A, PAGE 1' AND SOUTHWEST QUARTERS A PORTIO*; OF THE S!)JTHEASTAQi3AFk;F6k OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 ;VEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MOR% .ARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID PARCEL I, OF THAT CERTAIN BARGAIN AND SALE DEED TO SUPERVALU HOLDINGS, INC. AND RECORDED AS DOCUMENT NO. 93003638, DEED RECORDS OF SAID COUNTY, WHICH POINT BEARS SOUTH 01002'16" WEST 152.19 FEET FROM THE NORTHEAST CORNER THEREOF, SAID POINT OF BEGINNING ALSO BEARS NORTH 05004'21" WEST 975.53 FEET FROM THE WASHINGTON COUNTY MONUMENT AT THE SOUTH QUARTER CORNER OF SAID SECTION 36, AND RUNNING THENCE NORTH 86045'24" WEST 21.07 FEET TO THE 0 i4TER OF RED ROCK CREEK; THENCE IN THE CENTER OF SAID CREEK SOUTH 58043'05" WEST 5.76 FEET, SOUTH 04°12'11" WEST 34.80 FEET, SOUTH 51- 41'12" WEST 44.29 FEET, SOUTH 15053'22" EAST 19.63 FEET, SOUTH 26050'41" WEST 68.45 FEET, SOUTH 78047'53" WEST 31.55 FEET, SOUTH 28058'14" WEST 51.39 FEET, SOUTH 71042'53" WEST 25.45 Fh37', SOUTH 13012'08" EAST 56.70 FEET, SOUTH -6- 18'07" WEST 28.27 FEET, SOUTH 56°08'24" WEST 32.37 FEET, SOUTH 24°.39'1 s" WEST 27.15 FEET, SOUTH 19°40'08" EAST 29.20 FEET, SOUTH 47021'43" WEST 1109 FEET, SOUTi 11.4°11'18" EAST 29.48 FEET, SOUTH 59058'35" WEST 23.13 FEET, SOUTH 090 44'38" WEST 14.97 FEET, SOUTH 66°43'03" WEST 12.43 FEET, SOUTH 17055129" WEST 13.88 FEET, SOUTH 71°08'07" WEST 22.17 FEET, SOUTH 30°38'58" WEST 50.50 FEET, SOUTH 04036'13" EAST 19.85 FEET, SOUTH 63054'34" WEST 17.35 FEET, SOUTH 40- 04'35" WEST 46.87 FEET, SOUTH 04°35'05" EAST 2'x.76 FEET, SOUTH 87°53'43" WEST 15.88 FEET, SOUTH 32°29'24" WEST 35.45 FEET, SOUTH 78°41'09" WEST 16.27 FEET, SOUTH 55041'21" WEST 56.27 FEET, SOUTH 10032'11" WEST 1.5.32 FEET, SOUTH 620 27'30" WEST 39.83 FEET, SOUTH 19'21'41" WEST 7.92 FEET, NORTH 87054'42" WEST 17.36 FEET, SOUTH 05024'38" WEST 34.15 FEET, SOUTH 51°12'52" WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.15 FEET TO A POINT ON THE WEST LINE OF SAID PARCEL I; THENCE ALONG THE BOUNDARY OF SAID PARCEL I, SOUTH 00°13'56" WEST 32.55 FEET AND SOUTH 83°52'11" EAST 530.54 FEET; THENCE SOUTH 89016'25" EAST 168.22 FEET; THENCE SOUTH 74°00'53" EAST 371.13 FEET; THENCE 117.99 FEET ALONG THE ARC OF A 465.00 RADIUS CURVE TO THE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 81017'01" EAST 117.67 FEET); THENCE SOUTH 88°33'09" EAST 170.04 FEET TO A BRASS "AP AT THE ANGLE POINT OF THE EAST LINE OF THE GEORGE RICHARDSON D.L.C. NO. 35 AND THE ANGLE POINT IN THE CENTERLINE OF 72nd AVENUE (COUNTY ROAD # 245); THENCE ALONG SAID CENTERLINE, NORTH 6!043'56" EAST 943.33 FEET TO THE NORTHEAST CORNER OF TOWER TRACT RECORDED IN BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY; THENCE NORTH 86045'24" WEST 82.5.44 FFTET TO THE POINT OF BEGINNING. CONTAINING 22.04 ACRES (GROSS), MORE OR LESS. SUBJECT TO THE RIGHTS OF THE PUBLIC TO ANY PORTION LYING WITHIN S.W. 72nd AVENUE (COUNTY ROAD NO. 245). FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 25159. EXCEPTING THEREFROM THE FOLLOWING PARCELS "B" AND "C," • AMENDED I3X11IBIT A, PAGE 2 PARCEL, B A PORTION OF THAT CERTAIN'TRACT IN THE,SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FLIJ.OWS- BEGINNING AT A POINT THAT BEARS NORT-H 86045'21" WEST 430.14 FEET, SOUTH 01"43'56" WEST 100.02 FEET AND SOUTH 88"16'04" FAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BFGINNING ALSO BEARS NORTH 22° 39'09" FAST , 918.71 FEET FROM THE NASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46'00" FAST 126.81 FEET; THENCE SOUTH Oi"43'56" WEST 186.87 FEET;THENCE SOUTH 11-°30'30"EAST 32.75 FEET; THENCE.SOUT T4 01' 431'56" WEST 280.81 DEET; THENCE NORTH 88°16'04" WEST 164.00-FEET;THENCE NOR'T'H 01 043'56" EAST 565.81 FEET;THENCE SOUTH 88'16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,193 SQUARE FEET, MORE OR LESS. PARCEL C A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE I WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86°45'21" WEST 430.14 FEET, SOUTH 01"43'56" WEST 100.02 FEET AND SOUTH 88016'04" FAST 48.38 FEET FROM THE NOR'THI:AST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEYED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING.ALSO BEARS NORTH 220 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT,AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46'00" FAST 126.81 FEET; 71IENCE SOUTH 01 043'56" WEST 186.87.-4EET; THENCE SOUTH 11 030'30"EAST 32.75 FEET;THENCE SOUTH 01° 43'56" WEST 2Q0.81 FEET; THENCE SOUTH 880J 'C4" EAST 210.00 FEET TO A POINT THAT I5 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72ND AVENUE, WHEN MEASURLiJ AT RIGHT ANGLES TO IT; THENCE NORTH 01 043'56" EAST, PARALLEL WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85051'42" WEST 295.89 FEET; THENCE SOUTH 34033'11" WEST 55.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,029 .CQUARE FEET, MORE OR LESS. FOR 13ASIS OF BEARINGS AND ADDITIONAL INFORMATION SEF SURVEY 24389. CERTIFIED TO BE%, TRUE AND 0` Con)ML CORRECT COPY OF THE ORIGINAL �� �• ;�., �� Date: 1FRRY R. HAN,ON, DIRECTOR Dopaomint of Al sssment & Twom Q cN�Y O�JAAA, 94033036 -- Washington Coun ty Page I of _ `+ STATE OF OREGON County of Washington SS I, Jerry R.,Ijanson, Director of Assess- ment and UxEftn And r-x-Officlo County Clerk for Old c unty,do hereby Certify that the within intltr bpi of writing wa+s received and reoordeo' bank of cords of said county. ;, A. H nsor� Irector of sed W and axation,Fx- oGourty Clerk Doc 94033036 Rect: 120002 28. 00 04/06/19Q4 02: 17: 16PM 93078850 W11111ngton County `l STATUTORY QUITCLAIM DEED 93081049 Washington County SUPERVALU Holdings, Inc., an Ohio Corporation, Grantor, releases and quitclaim to SUPERVALU Holdings, Inc., an Ohio corporation, 0,aw •, all right, title and interest in and to the following described property: See Exhibit A, attached hereto and incorporated herein by this reference Is Tg�Ig� �gF_D g ggIN R@ ���pg� Tp PREV]:DiJ51.YI RECORD Lf A FEE I1l1MRCR( r$T AN ERROR IN THE LEGAL liFSCRIPTION. IRIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE �q PERSON ACQUIRING FEE TITLE 10 THE PROPERTY SHOULD CHECK WITH THE ' APPROPRIATE CITY OR COUNTY I•LANNING DEPARTMENT TO VERIFY APPROVED USES. The true consideration for this conveyance is $0 - the conveyance is pursuant to Lot Line Adjustment No. MIS93.0010, City of Tigard. DATED this /7r"day of September, 1993. RE—RECORDED TO CORRECT AN ERROR IN THE LEGAL DESCRIPTION. PREVIOUSLY RECORDED UNDER FEE 11 93078859 AND FEE SUPERVALU Holdings, Inc., an 11 93081049. Ohio corporation By: i I,HF,r Its: oCE PRESIDrNT STATE OF h11NNESOTA ) ) ss. \r) County of Hennepin ) The foregoing instrument was acknowledged before me this day of 1993 b l o of SUPERVALU Holdings, Inc.,Y�L��L1f'>>r'i- �.-�'1/� g ON a corporation on behalf of the corporation. 16 TERESA ANN SMITH n L NOTAFtYPUSLIC-MRINFSOiA i �k \Jl ��1 7 11 Q 6CARVER COUNTY Notal y Public for Minnesota Idr Commission ExPros Oct 14,1998 My commission expires: 1(=�WlSIc After recording return tu: SUPERVALU Holdings,Inc. P.O.Box 990 Minneapolis,MN 55440 Attn: Legal Department Until a change u requested all tax statements @hall be tent to the following address. SLIPERVALU Holdings,Inc. P.O.Box 990 Minneapolis,MN 55440 Attn: Tax Department 2 DFvaopmm: E 2724 S.E. Sunflower Ct. COniviucLiOn Hillsboro, Oregon 97123 VA, (503) 648-4959 \ FAX: (503) 640-9385 PROPS 'Y DESCRIPTION: (PORTION) TAX LOTS # 6U0, 2500 & 2501, AP# 1S1-36DG FOR: CORD N DAVIS DATE: AUG. 9, 993 LOCATION: S. . 72nd AVE. JOB NUMB : 9110024 FOR IDENTIFICATION RPOSES ONTLY PROP ED RETAIL "C" FOR USE ON LEGAL INST MENT A PORTION OF THAT CERTAI RACkOlFGINNING JTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE WWASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTI RIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEAR6°45'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND S6'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOW PER BOOK 256, PAGE 419, DEED RECO RPz OF SAID COUNTY, SAID P GINNING ALSO BEARS NORTH 22° 38'45" EAST 918.74 FEET FRO S NGTON COUNTY SURVEYORS MON[TMENT AT THE SOUTHWES COSA SOUTHEAST QUARTER, AND RUNN. VG THENCE SOUTH 56°f46'00" EAST 126.22 FET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; THENCE UTH 11030'30" EAST 34.9 FEET; THENCE SOUTH 010 43'.56" EAST 280.81 FEET; %ENCE SOUTH 88016'04" EAST\Z10.00 FEET TO A POINT THAT IS 56.00 FEET W eT OF THE CENTERLINE OF S.W�7'2nd AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01°43'56" WEST, PARALLEL WITH AND 56.00 FEET*EST OF SAID CENTERLINE, 599.89 FEET;WHENCE SOUTH -4 033'11" WEST 55.33//SET TO THE POINT OF BEGINNING. CONTAINING 13?j6l SQUARE FEET, MORE OR LESS. FOR BASIS 017/ EARING,i AND ADDITIONAI. INFORMATION SEE SURVEY 243$9. STATE OF OREGON l / County of Washington 1 SS I,Jerry R.Hanson,Director of Assessment and Taxation and Ex-Officio Recorder of Con- veyances fqQr said county, do hereby certify that the wit4in instrument of writing was received and racorded in book of records of said county. Jerr�'%t. Hanson Director of Assess nt and Y"axation, Ex- Officio CoLgity Cleric Doc 93078850 Rect: 108707 . 00 09/27/1993 10: 42 : 3a`iAM Subdivisions • Pliir ring • Design • L I D s • �"rrveying • Mapping . 1 'D C;� DEVELo?Bien: F. 2724 S.E. Sunflower Ct. . eomviuccion Hillsboro, Oregon 97123 .�� IFMCC, (503) 648-4959 FAX: /(503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS #600, 2500 &2501, MAP# 1,5'1-36DC FOR: GORDON \72d DATE: SEPT. 28, 1993 LOCATION: S.W. AVE. TOB NUMBER: 91 024 FOR IDENTIFICATION POSES ONLY PROPOSED ET AIL"C" FOR USE ON LEGAL INST UMENT A PORTION OF THAT CERT N TRACT IN THE SO EAST QUARTER OF SECTION 36, TOWNSHIP' 1 SOUTH, RA E 1 WEST, W.M., ASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PA TICULAR DESC BED AS FOLLOWS: BEGINNING AT A POINT THAT B RS NOR 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND 'OUTH 8016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOW R RACT PER BOOK 256, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID PO OF BEGINNING ALSO BEARS NORTH 220 38'4.1." EAST 918.74 FEET FROM WASHINGTON COUNTY SURVEYORS MON'TJMENT AT THE SOUTHWEST ORN OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46' " EAST 6.22 FEET, THENCE SOUTH 01043'56" WEST 185.05 FEET; THENCE SOU H 11°30'30" ST 34.93 FEET, THENCE SOUTH O1° 43'56" WEST 280.81 FEET; THE CE SOUTH 88 EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST THE CENTERLI OF S.W. 72nd AVENUE, WHEN MEASURED AT RIGHT AN S TO IT; THENCE NO TH 01043'56" EAST, PARALLEI, WITH AND 56.00 FEET WE OF SAID CENTERLINE, 5 .89 FEET; THENCE NORTH 85 051'42" WEST 295.89 FE ; THENCE SOUTH 34°33'11 WEST 55.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,12 'QUARE FEET, MORE OR LESS. FOR BASIS OF BE INGS AND ADDITIONAL INFORMATION SE SURVEY 243 39. STATE OF OREGON SS County of Washington I,Jerry R.Hanson, ire,., of sessment and Taxation and Ex- ificio f,ec der of Con- veyances for said ounty, _reby certify that the wlthln ' strument �f writing was received and re riled in ok of records of said c \ ': Jerry Hanson Director of Asse lent and %xation, Ex- ?; Offi County Clerk Doc; 3081049 Rect: 109033 23. 00 10/01/1993 10: 49: OOAM Design • L.I.D.s • Surveying 9 Mapping ALPHA ENGINEERING INC. ENc;INI:I:RIN(; • I)INELLPMENT SERVICES • SURVEYING APRIL 5, 1994 LEGAL DESCRIPTION JOB #211-004 PROPOSED RETAIL "C" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF ,SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED A C FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86°45'21" WEST 430.14 FEET, SOUTH 01 043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF 'THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF ,SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 22- 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER. OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.81 FEET; THENCE SOUTH 01'43'56" WEST 186.87 FEET; THENCE SOUTH 11'30'30" EAST 32.75 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE SOUTH 88°16'04" FAST 210.00 FEET TO A POINT THAT' IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72ND AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01'43'56" EAST, PARALLEL WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85°51'42" WEST 295.89 FEET; THENCE SOUTH 34°33'11" WEST 55.33 FEET TO THF POINT OF BEGINNING. CONTAINING 137,029 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 2.4389. REGISTERED PROFESSIONAL LAND SURVEYOR /7 c��ly OREGON JULY 25,1940 MICHAEL. R. GATES 2449 'J PLA7A WEST • SUITE 230 • 9600 S.W.OAK • PORTLAND,ORF.00N 97223 • 503.452.8003 • FAX 503-452-$043 CERTIFIED TO ElE ",1RISE ANO OF THE ORIC,INA` u� COMR/sO, f,i1P ;t.CT COPY (_ C L O• /vy�� Date: pIREGTOR HANSON t►t jWUt of ss855m � • Deparlmsnt may, '•..,�+,. ,,. �,; 1 94 033037 Washington County Page 1 of STATE OF OREGON County of Washington SS I, Jerry R:' neon, pli`Letor of Assess- ment and,l'axatian and Ex-Officio County Clerk for*ld itounty,do hereby Certify that the wlth(,A instrument of writing was received and re `Ids?•Ih book of records of said t county # Hanabn 61rector of l314s6rbldht ands' xation, Ex- oto Goutrty Clerk Doc 94033037. 1 R.ect: 120002 48. 00 04/06/1994 02: 17: 17PM 93081051 Washington County AFTER RECORDING RETLIRN TO: NO CHANGE IN TAR STATEMENTS / John Wald ftpetValtl Holdings, nc. -35 P.O. Box 990 RE-RECORDED TO CORRECT LEGAL DESCRIPTIO? q IAddress) 0 Minneapolis, MN 55440 PRMOITSLY RFCORt1ED MMER FEE # 93n8105 5 COVENANT AND AGREEMENT REGARDING MAINTENANCE OF BUILDING The undersigned hereby certify that we are the owners of the hereinafter legally described real property located in the City of Tigard, State of Oregon. See Attached Exhibit A (Pages 1 and 2) (Le0al Description) as recorded under Recorder's Fee No. 93 0 D , Official Records of Washington��$�nS�V Dartmou� io� tretis located an known as: (street a dress) And in con:--xideration of the City of Tigard allowing SEE ATTACHMENT 1, ITEM 1 on said wr i­rly, we do hereby covenant and ay�ee to and with said city to Reao+tw By ON Ams Tito I,ru ax any of Orem Mkf— j In' ---__ SEE ATTACHMENT 1, ITEM 2 This covenant and agreement shall run with all of Lhe above described land and shall be binding upon ourselves, and future owners, encumbrancers, their successors, heirs or assignees and shall continue in effect until released by the authority of the Building Official of the City of Tigard upon submittal of request, applicable fees and evidence that this covenant and agreement is no longer required by law. This covenant and agreement shall not waive, or be deemed to waive, any rights, remedies or recouroes that may otherwise be available to the City of Tigard or to any other entity with respect to the item(,)) being ,allowed by the City of Tigard as set forth above. 3 owner's Name SUPERVALU Holdings, Inc. SIGNATURES (Please ty a print) /' !� MUST BE Signature of owner l ow NOTARIZED Holdings,Name of Corpora tionSUPERVALU g Inc. QDated this 24th day of SePteMber 1993 ` V (NOTARIZATION FGR INDIVIDUAL) (NOTARIZATION FOR CORPORATION) M I Nk)Et) i W STATE OF OREGON 1 STATE OF ©RPOW 1 (, I `s• t'K%kplm) as. County of Wru:hington I County of ) This instrument wau dcknowiedged before me This instrumentas acknowledged before me on _ 19__ by on .� 4.n 1 ;*4 19_1n by as of SLLPER_utaltL +4[A&lhfe_ '.#N Notary Public for OregonNotary Public tar 9xegcry ql N 5oT My Canunisr,ion Expired My Commission Expiree: ^nnn�nr e TERESA ANN SMITH NOTARY PUBLIC'MINNESOTA CARVER COUNTY w Canmlabn 1XII:a Oct 14,1 .vvvvH r MOST 81 APPROVED BY n::x1:91ng orflrinl prtox to recordln ,5 APPROVED by DATE: I+r:�.h+ImU�rin ATTACHMENT 1 ITEM 1: A. the three buildings located at the northwest corner of the interLection of SW 72nd A•4er-e and SW Dartmou'..`: Street in the City of. Tigard, on three separate and contiguous lots 'parcels A, B, and C) , as shown on the plot plan attached as exh.i.bit "A" , to be considered as one building for the purpose of floor area limitation pursuant to Sections 505 and 506 of the Oregon Structural Specialty Code; and B. the number of disabled and van accessible parking spaces, pursuant to Section 3104 of the Oregon Structural Specialty Code, to be determined based upon the total number of parking spaces required for the aggregate of the three buildings described in A. above, ITEM 2: A. maintain a 60 ' 0" wide yard, open_ and unobstructed around and surrounding the subject buildings, except for driveways, sidewalk,, curb and gutter, parking, landscaping and similar uses which do not constitute buildings or structures; and, H. provide for permanent., reciprocal vehicular access over, upon, acLUss uiid between each of the Parcels for the berief.it of all Parcels and the public streets and alleys now and hereafter abutting or located on any portion of the Shopping Center; limited, however. , to those portions of the Shopping Center which are improved by the Owner for vehicular accessways; and C. provide for permanent , nonexclusive reciprocal parking areas on each of the Parcels for the benefit of all Parcels, including for purposes of disabled accessible parking. 3 PARCI{I: A EXHIBIT A, PAGE 1 A PORTA': OF TF SOUTHEAST QUARTER OT SECTION 36, TZ'.',/NS iP 1 SOUTII, RANGE I WEST. WASHINGTON COUNTY. OREGON, AID I' RTION BUING MORE PARTICULAR SCRIBED AS FOLLOWS: BEGINNING AT A POI 7 ON THE EAST LINE OP SAID FA CEL , IN T HAT' CER PAIN BARGAIN AND SALE B D TO SUPERVALU HOLDING , 1NC,✓ AND RECORDLI) AS DOCUMENT NO. 930036 . BED RBC4ADS OF SAID Co NT)(. WHICH POINT BEARS SOUTH 00002'16" EAST TiET FROM THE NORT AS CORNER THEREOF, SAID POINT OF BEGINNING AI. O BEARS NORM OM-0- WgST 975.53 FEET FROM THE WASHINGTON COUNTY MUM NT AT THB DARTER CORNER OF SAID SECTION 36. AND RUNNIN NCB NORTH 043' " WEST 21.07 FEET TO THE CENTER OF RED ROCK CREE ; THENCE IN T CB OF SAID CREEK SOU'T'H 580 43'05" WEST 5.76 FEET, SO 012011' T .80 FEET, SOUTH 51°41'17" WEST 44.29 FEFT, SOUTH 15°53'22" E T 19.63BT, OUTH 26°3041" WFST 68.45 F13ET, SOUTH 78047'53" WEST 31.55 FE SO 251'14" WEST 51.39 FEET, SOUTH 710 42'53" WEST 25.45 FEET, SOU T}I !2' " R T 56.70 FEET. SOUTH 26018'07" WEST 28.27 FEET, SOUTH 56008'24" WES .37 , SOUTH 24039'15" WEST 27.15 FEET, SOUTH 19040'08" EAST 29.20 FEET47021'43" WEST 18.99 FEET, SOUTH 14° 1118" EAST 29.48 FEET. SOUTH 5 3 'NEST 23.13 FEET, SOUTH 09°44'38" WEST 14.97 FEET, SOUTH 66°43'03" WOT 1 3 FBBT. SOUTH 17°33'29" WEST 13.88 FEET, SOUTH 71008'07" WEST 22.11 FEET. O 30°38'38" WEST 50.50 FEET, SOUT'11 04- 3613" EAST 19.85 FEET, SCUH 63° 4'34 wBST 17.33 FE^T. SOUTH 40004'35" WEST 46.87 FEET, SOUTH 04°35'0`' EAS 26.76 , SOUTH 87°53'43' WEST 15.88 FEET, SOUTH 32029'24" WEST/1'41" 5 FE 7', SO 1'41'09" WEST 16.27 FEET, SOUTH 550 41'21" WEST 56.27 FEETUT 10°32'11" T 15.32 FEET, SOUTH 62°27'30" WEST 39.83 FEET, SOUTH 190EST 7.91 NORTH 87°34'42" WEST 17.36 FELT, SOUTH 05024'38" WES 34.1 FORT, SOUM 5 ' '52" WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.1 PBE TO A POINT ON WEST LINE OF SAID PARCEL 1; THENCE ALONG T DO DARY OF IA'Lll 1, SOUTH 00°11'48" WEST 32.55 FEET AND SOUT 83.5 11" EAST 530.34 HBNCB SOUTH 89016'25" EAST 168.22 FEET'; T11 I CH OUTH 74°00'59" RAST 3 1. 3 FEET; THENCE 117.99 FEET ALONG THE ARPI OF , 465.00 RADIUS CURVE TO LEFT (THE LONG CHORD OF WHICH BEARS OUT 81017'011" BAST 117.67 l�BT), NCB SOU'T'H 88°31'09" EAST 170.04 FEET T A ASS CAP AT THIS ANGLE Pt31 \OF THE EAST LINE OF THE GEORGE RIC ARD ON D.L.C. NO. 35 AND THS! ANO INT IN THE CENTERI INE OF 72nd AV NU (COUNTY ROAD 0 2.45); 7Wmr^ 40NO SAID CENTERLINE, NORTH 01°4 '56" AST 943.33 FBET TO THR NOR`1'NBAS RNER OF TOWER TRACT RECORDE[) 1N OOK 258. PAGE 419 RDS SAID COUNTY; THENCE? NORTH 86"�45' " WEST 825.44 FT3E'1 *l) w#w0F tib 1NG. CONTA141N ; 22.04 ACRES (GROSS),MORE OR LESS. i SUBJECT O THE RIGHTS OF THE PUBLIC TO ANY POR71 N LYING WITHIN S.W. 72ndAV UE(COU''(TY ROAD NO. 245) \\ EXCF14INGTHEREFROM THE FOLLOWING DESCRIBED PARCEL"R" AND "C" PARCEL B EXHIBIT A,PAGE A PORTION OF THAT CERTAIN TRACTIN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION' LING MORE PARTICULAR DESCRIBED AS FOLLOWS;, BEGINNING AT POINT THAT 13htRS NORTH 86045'21" WEST 4 �'?.lA FEET, SOUTH 01043'56" WEST 1 0.02 FEET AND SOUTH 88°16'04" EAST 48. 8 FEET' FROM THE NORTHEAST' COR ER OF THE TOWER TRACT PER BOOK 2 6, PAGE 419, DEED RECORDS OF SAID 'OUNTY, SAID POINT OF BEGINNING A SO BEARS NORTH 22- 38'45" EAST 918�74FEET FROM THE WASHINGTON/ COUNTY SURVEYORS MONUMENT AT T' OUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCEO TH 56°46'00" EAS/� 3 , 'THENCE SOUTH 01943'56" WEST 185.05 FEET; THE CE SOUTH 11°30FEET; THENCE SOUTH 01° 43'56" A"' ST 280.81 FEE THENCE NORTEST 164.00 FEET; THENCE NORTH 01043'56" EAST 56 81 FEET; THEN16'04" EAST 48.38 FEET' TO THE POINT OF BEGINNING. CONTAINING 87,101 SQUARE ET, MORE FOR BASIS OF BEARINGS ANI) A ITIONAN SEE SURVEY 74389. PARCEL C A PORTION OF THAT CERTAIN TR IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WE T, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PAR CUL DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT EARS NO TH 86°45'21" WEST 430.14 FEET, SOUTH O1°43'56" WEST 100.02 FEET ND SOUTH 8°16'04" EAST 48.38 PEST FROM THE NORTHEAST CORNER OF T TOWER TRA T' PER BOOK 256, PAGE 419, DEED RECORDS OF SAID COUNTY SAID POINT OF EGINNING ALSO BEARS NORTH 22- 38'43" EAST 918.74 FEE FROM THE W HINGTON COUNTY SURVEYORS MONUMENT AT THL SOU' WEST CORNER OF AID SOUTHEAST QUARTER, AND RUNNING THENCE SOUT 56°46'00" EAST 126.2 FEET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; THE R SOUTH 11030'30" EAS . 34.93 FE2T; THENCE SOUTH 010 43'56" WEST 280.81 FEE' ; THENCL' SOUTH 88016'04 EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET EST OF THE CENTERLINE F S.W. 72nd AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NOR i 01043'56" EAST, PARALLEL WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599:$9 FEET; THENCE NORTH 85 "51'42" WEST X95.89 FEET; THENCE SOUTH 34°33'11" NEST 55.33 FEET TO THE POINT OF BEGINNI \ CONTAINING 137,1 1 SQUARE FEET, MORE OR LESS. FOR BASIS OF BE RINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. STATE OF OREGON 1 SS County of Washington 1 I Jerry R.Han-on,Director of Assessment and faxat on and Ex-Officio Recorder of Con- veyances for saki county, do hereb certify that the wit hin instrument of wr 9 n as received end recorded m hood cords of said county. Jerry R. H .o;a Director of Assess and `taxation, Ex- off x- officio my Clerk Dor 30(31051 . 1 38. 00 Re(-.t 109033 ] 1/1993 10: 49: OZ1�M V AMENDED EXHIBIT A, PAGE. 1 ' AND SOUTHWEST QUARTERS A PORTION OF THE SOUTHEASTAQWAWFiSoR OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION B,7ING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID PARCEL I, OF THAT CERTAIN BARGAIN AND SALE DEED TO SUPERVALU HOLDINGS, INC. AND RECORDED AS DOCUMENT NO. 93003638. DEED RECORDS OF SAID COUNTY, WHICH POINT BEARS SOUTH 01002'16" WEST 152.19 FEET FROM THE NORTHEAST CORNER THEREOF, SAID POINT OF BEGINNING ALSO BEARS NORTH 05004'21" WEST 975.53 FEET FROM THE WASHINGTON COUNTY MONUMENT AT THE SOUTH QUARTER CORNER OT� SAID SECTION 36, AND RUNNING THENCE NORTH 86°45'24" WEST 21.07 FEET TO THE CENTER OF RED ROCK CREEK; THENCE IN THE CENTER OF SAID CREEK SOUTH 58°43'05" WEST 5.76 FEET, SOUTH 0,01211" WEST 34.80 FEET, SOUTH 51° 41'12" WEST 44.29 FEET, SOUTH 15`53'22" EAST 19.63 FEET, SOUTH 26050'41" WEST 68.45 FEET, SOUTH 78°47'53" WEST 31.55 FEET, SOUTH 28°58'14" WEST 51.39 FEET, SOUTH 71042'53" WEST 25.45 FEET, SOUTH 13012'08" EAST 56.70 FEET, SOUTH 26- 18'07" WEST 28.27 FEET, SOUTH 56008'1.4" WEST 32.37 -FEET, SOUTH 24°39'15" WEST 27.15 FEET, SOUTH 19040'08" FAST 29.20 FEET, SOUTH 47°21'43" WEST 18.99 FEET, SOUTH 14011'18" EAST 29.48 FELT, SOUTH 59058'35" WEST 23.13 FEET, SOUTH 09- 44'38" WEST 14.97 FEET, S01JTH 66043'03" WEST 12.43 FEET, SOUTH 17055'29" WEST 13.88 FEET, SOUTH 71008'07" WEST 22.17 FEET, SOUTH 30°38'58" WEST 50.50 FEET, SOUTH 04036'13" EAST 19.85 FEET, SOUTH 63°54'34" WEST 17.35 FEET, SOUTH 40- 04'35" WEST46.87 FEET, SOUTH 04°35'05" EAST 26.76 FEET, SOUTH 87°53'43" WEST 15.88 FEET, SOUTH 32°29'24" WEST 35.45 FEET, SOUTH 78°41'09" WEST 16.27 FEET, SOUTH 55041'21" WEST 56.27 FEET, SOUTH 10032'11" NEST 15.12 FEET, SOUTH 62- 2710" WEST 39.83 FEET. SOUTH 19'21'41" WEST 7.92 FTiEl, NORTH 87°54'42" WEST 17.36 FEET, SOUTH 05°24'38" WEST 34.15 FEET, SOUTH 51012'52" WEST 33.47 FEET AND SOUTH 40002'1 " WEST 43.15 FEET TO A POINT ON THE WEST LINE OF ;AID PARCEL I; THENCE ALONG THE BOUNDARY OF SAID PARCEL I, SOUTH 00013'56" WEST 32.55 FEET AND SOUTH 83052'11" EAST 530.54 FEET; THENCE SOUTH 89016'25" EAST 168.22 FEET; THENCE SOUTH 74°00'53" EAST 371.13 FEET; THENCE 117.99 FEET ALONG THE ARC OF A 465.00 RADIUS CURVE TO THE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 81017'01" EAST 117.6" FEET); THENCE SOUTH 88033'09" EAST 170.04 FEET TO A BRASS CAP AT THE ANGLE POINT OF THE EAST LINE OF THE GEORGE RICH kADSON D.L.C. NO. 35 AND THE ANGLE POINT IN THE CENTERLINE OF 72nD AVENUE (COUNTY ROAD # 245); THENCE ALONG SAID CENTERLIN-, NORTH 01043'56" EAST 943.33 FEET TO THE NORTHEAST CORNER OF TOWER TRACT RECORDED IN BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY; THENCE NORTH 86045'24" WEST 82.5.44 FEET TO THE POINT OF BEGINNING. CONTAINING 22.04 ACRES (GROSS), MORE OR LESS. SUBJECT TO THE RIGHTS OF THE PUBLIC TO ANY PORTION LYING WITHIN S.W. 72nd AVENUE (COUNTY ROAD NO. 245). FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 25159. EXCEPTING THEREFROM THE FOLLOWING PARCELS "B" AND "(1." AMENDED EXIT Bi a A, PACE 2 PARCEL E A PORTION OF THAT CERTAIN TRACT IN THC SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGI 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A PIOINT THAT BEARS NORTH 86045'21" WEST430.14 FEET, SOUTH 01°43'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NOR'111F.AST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUN'T'Y, SAID POINT OF BEGINNING ALSO BEARS NORTH 22' 39'09" EAST 918.71 PELT FROM THE WASHINGTON CGONTY SURVEYORS MONUMENT AT T'HE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOU'T'H 56046'00" EAST 126.81 FEET; THENCE SOUTH 01°43'56" WEST 186.87 FEE7C;THENCE SOUTH 11°30'30" EAST 32.75 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE NORTH 88016'04" WEST 164.00 FEET;T'HENCE NORTH 01 043'56" EAST 56.5.81 FEET; THENCE SOUTH 88'16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,193 SQUARE FEET, MORE OR LESS. PARCEL C A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, 'TOWI-ISNIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PAR'IT-ClilLARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86°45'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM TME NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, ,SAID POINT OF BEGINNING ALSO BEARS NORTH 220 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46'00" EAST 126.81 FEET; THENCE SOUTH 01°43'56" WEST 186.87 FEET; THENCE SOUTH 11 030'30" EAST 32.75 FEET; THENCE SOUTH 01° 43'56" WEST 280.81 FEET; THENCE SOUTH 88016'04" EAST 210.0(' FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72ND AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01.°43'56" EAST, PARALLEL WITH AND °I.6.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85051'42" WEST 295.89 FEET; THENCE ,SOUTH 34033'11" WEST 55.33 FEET TO TME POINT OF BEGINNING. CONTAINING 137,029 SQUARE FEET, MORE. OR LERS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. M Lf ` �F CJMNj�ss/ CERTIFIED TO BEA nut AOp GlNAL . o Of T FA CORRECT 4),tay COPY 21 j' zDate: R.8o"ON,DIRECTOR ont TexltioA �' mento Asses y: • �":,' ,•'0�4, Depart t � ,�- "yCl �N CJUN�y, R9 94033039 Washington County Page I of STATE OF OREGON County of Washington SS a ruaAA1,� I, .terry ,anepftr n r Ator of Assess- ment and, etldn and Ex-0fflclo County Clerk for I `oouftty,do hereby certify that the wit �1�trUMOnt bf writing was received and re fAed'!h'book of records of sald county., -A xv , I"Yv Irector of axatlon,Ex- flow ,lerk Doc 94033039. 1 F;ect: 120002 33. 00 04/06/1.994 02: 17: 19PM 15 AFTER RrcoRDING RETURN To; NO CHI NOE IN TAX STATEMENTS � JRhn WiAld 93081052 Valu Holdings, Inc. ( 990 RE-RECORDED TO CORRECT LEGAL W�spinpton County �fflffiBWVolis, MN 55440 DESCRIPTION PREVIOUSLY RECORDED UNDER FEE 11 93081052 COVENANT AND AGREEMENT RSOARDINO MAINTENANCE O! BUILDING The uniersigned hereby certify that we are Che owners of the hereinafter legally described real property located in the City of Tigard, State of Oregon. See Attached Exhibit A (Legal Description) �7 as hrriencottrded under Recorder's Fee No. r1301VQ4 D , Official Records of wa�/ 6b 5 n0a LmoUthw�tch roperty is located and known as: t (street address) r� And in consideration of the City of Tigard allowing L/ 82E ATTACMMKT 1, 17ZM 1 XV1 on said property, we do hereby covenant and agree to and with snid City to R@wMed By f iM A rTrl TIER Wr„e Ccmwy 01 Orpon SEE AT'T'ACHMENT 1, 17EM 2 i No This covenant and agreement shall run with all of the above described land and shall be binding upc,i ourselves, and future owners, encumbrancers, their successors, heirs or assignees and shall continue in effect until released by the authority of the Building offi ial of the City of Tigard upon submittal of request, applicable fees and evi ence that this covenant and agreement is no (' longer required by law. This c venant and agreement shall not waive, or be 71_+ deemed to waive, any rights, r edies or recourses that may otherwise be available to the City of Tigard r to any other entity with respect to the item(s) being allowed by the City 1f Tigard as set forth above. owner's Nathe SUPERVALU Holdings, Inc. 3 (Please ty print) SIGNATURES MUST BE Signature of owner r NOTARIZED Name of CorporationSUPERVALU Holdings, Inc. \ �..►r” Dated this 24th day of September lg 93 , Q (NOTARIZATION FOR INDIVIDUAL) (NOTARIZATION FOR CORPORATION) ry M I NAYE1,otM �✓ STATE OF OREGON 1 STATE OF PRESHN ) Q ) Be. t-itm4PiN) se. V Ccvnty of Washington ) county of 44iahi.agaerr ) This instrument was acknowledged before me This instrument as acknowledged before me on 19 by on a 19 by olotar, Public for Oregon Notary Public for�nepetrM I(vNf Sr�W My Co,wission Expirsa: _ My Commission Expirss:_jWmletlo • • TEREBA ANN SMI11i NQTARY PUBLIC-MINNESOTA CARVER COUNTY Ily Commwnlan Ezpire�Ocl 14,1896 M /f NUBT BB APPROVBD B7 Building Official prior to recording i APPROVED B DATE: 19.L�S _. a INIn+YvIN►lyrin ATTACHMENT 1 ITEM l: A. the three buildings located at the northwest corner of tba intersection of SW 72nd Avenue and SW Dartmouth Street in the City of Tigard, on three separate and contiguous lots (parcels A, B, and C) , as shown on the plot plan attached as exhibit "A" , to be considered as one building for the purpose of floor area limitation pursuant to Sections 505 and 506 of the Oregon Structural Specialty Code; and B. the number of disabled and van accessible parking spaces, pursuant to Section 3104 of the Oregon Structural Specialty Code, to be determined based upon the total number of parking spaces required for the aggregate of the three buildings described in A. above, ITEM 2 : A. maintain a 60 '0" wide yard, open and unobstructed around and surrounding the subject buildings, except for driveways, sidewalks, curb and gutter. , parking, landscaping and similar uses which do not constitute buildings or structures; and, D. provide for permanent, reciprocal vehicular access over, upon, across and between each of the Parcels for the benefit of all Parcels and the public streets and alleys now and hereafter abutting or located on any portion of the Shopping Center; limited, however, to those portions of the Shopping Center which are improved by the Owner for vehicular accessways; and C. provide for permanent, nonexclusive reciprocal parking areas on each of the Parcels for the benefit of all Parcels, including for purposes of disabled accessible parking. ~l" DEVCLO? Em: s 2724 S.E. Sunflower Cf. cominLIaionjNUMBER: Hillsboro, Oregon 97123 NFIViCEN (503) 648-4959 FAX: (503) 640-9;385 PROPERTY ESCRIPTION: (PORTION) TAX LOTS MAP # 1S1-36DC FOR: GORDO DAVIS 993 LOCATION: S. 72nd AVE. 0024 FOR IDENTIFICAT N PURPOSES ONLY "B" FOR USE ON LEGAL STRUMFNT A PORTION LIF THAT . .RTAIN TRAC IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUT RANGE 1 EST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING M E PART ..ULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINT T T EARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET D SOUTH 88016'04" EAST 48.38 FERT FROM THE NORTHEAST CORNER OF T TOWER TRACT PER BOOK 256, PAGE 419, DEED RECORDS OF SAID COUNT , SA D POINT OF BEGINNING .ALSO BEARS NORTH 220 38'45" EAST 918.74 FE FR THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SO HWEST ORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOU H 56046'00" AST 126.22 FEET; THENCE SOUTH 01143'56" WEST 185.05 FEET; TI NCE SOUTH 1 30'30" EAST 34.93 FEET; THENCE SOUTH 010 43'56" WEST 280.81 ET; THENCE NO TH 88°16'04" WEST 164.00 FEET; THENCE NORTH 01043'56" E T 565.81 FEET; THE CE SOUTH 88°1.6'04" EAST 48.38 FEET TO THE POINT OF BEG NING. CONTAINING 87, 1 SQUARE FEET, MORE OR ESS. FOR BASIS OF EARINGS AND ADDITIONAL INF41VIATION SEE SURVEY 24389. STAT_\F OREGON 1 County\of Washington j SS I,Jerry R.Hanson,Director of Asse ent and Taxatio and Ex-Officio Record e .f Con- veyances to said county, do he y certify that the wits n instrument of sting was received and r orded in of records of said county. Jerry nson Director of Asse ent and Taxation, Ex- 0 ' o County Clerk Do 93081052. 1 ct : 109033 28. 00 10/01/1993 10: 49: 03AM &*oww Subdistisions 0 Planning • Design m L.I.D.s • Surveying 9 Mapping A,LPEIA ENGINEERING INC. ENGINEER114G • DEVELOPMENT SERVICES • SURVEYING APRIL 5, 1994 LEGAL DESCRIPTION JOB X1211-004 PROPOSED RETAIL "B" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF,SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PART11CULARLY DESCRIBED AS FOLLOWS: BEGINNING ATA POINT THAT BEARS NORTH 86°45'21" WEST 430.14 FEET, .SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER 'TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 22- 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46'00" EAS'r 126.81 FEET; THENCE SOUTH 01'43,56" WEST 186.87 FEET; THENCE SOUTH 11°30'30" EAST 32.75 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE NORTH 88°16'04" WEST 164.00 FEET THENCE NORTH 01 043'56" EAST 565.81 FEET; THENCE SOUTH 88°16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINI'"l 87,193 SQUARE FEET. MORE OR. LESS. FOR B, IS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. RRSISTERED PROFESSIONAL. LAND SURVEYOR OREGON rtrty 75.1.." MICHAEL ft. GATES 2449 5 PLAZA WEST • SUITE 230 • 9600 S.W. OAK • PORTLAND,OREGON 97223 • 503-452-800 • FAX 503-452-8043 OERIIFIED 10 df A TRUE AND OF COM�j�s�/J CORptC, COPY of WE 40 ORI SINAI 94 033038 Washington County Page 1 of J STATE OF OREGON County of Washington SS d j' I, ,Jerry nson, Director of Assess- ment and .7catil5n and EX-flflicio County Clerk for,i6l county,do hereby Certify that the within Ingtrd'MO writing was received and re #d Ih'b `W cords of said county. a40 Jerry k Hanson Director of QUaf;l¢dol 44d�axation,Ex- (Iaio Gounty Clerk DOC 94033038. 1 Rect: 14)002 33. 00 04/06/IY94 02: 17: 18PM r A]'-PPA RECORDING AL'TURN TO, NO CHANGE IN TAX STATEMENTS John Wild ems uper a u Ings, Inc.5 93081050 3 8 50TTM— P.O. Bos 99u RE-RECORDED TO CORRECT LEGAL 1 O reuo *sshington County Minneapolis, MN 55440 DESCRIPTION PREVIOUSLY RECORDED UNDER FEE U 93081050, COVENANT AND AGREOIENT R114ARDING MAINTENANCE OP BUILDING The undersigned hereby certify that we are the owners of the hereinafter legally described real property located in the City of Tigard, State of Oregon. See Attached Exhibit A Legal Description) as recorded under Recorder's Fee No. r 301 S T SD official Records of Washington County, which nopp�rty is locate and known as; 7500 SW Dartmouth StreeC (street address) 1 And in consideration of the City of Tigard allowing 611E ATTACMUINT 1, ITXX 1 c+n Said property, we do hereby covenant and agree to and with said City to RtwMed By FIM Ame Two .WX9companyIt0,9, SEE ATTACHMENT 1, ITEM 2 No G D '���• r� This covenant and agreement shall run with all of the above described land and V shall be binding upon ourselves, and future owners, encumbrancers, their �- successors, heirs or assignees and shall continue in effect until released by the authority of the Building official of the City of Tigard upon submittal of request, appLicnble fees and evidence that this covenant and agreement is no longer required by law. This covenant and agreement shall not waive, or be deemed to waive, any rights, remedies or recourses that may otherwise be available to the City of Tigard or to any other entity with respect to the item(s) being allowed by the City of Tigard as set forth above. Owner's Name SUPERVALU.Iloldings, Inc. SIGNATURES (Please tylae or print) z �a MUST BE Signature of owner J NOTARIZED +" Name of C07-porationSU'ER1ALU Holdings, Inc. ' Dated this 24th day of September 1993 (NOTARIZATION FOR INDIVIDUAL) (NOTARIZATION FOR CORPORATION) N'!'A'I'L r�! uklsUuN ! M I N KX-I'm Iq STATE OF 94600M ! ss. (.� ) ECutypIN) County of Wnnhiuas.gton ) County of ! This instrumnnt was acknowledged before me This instrument was acknowledged before me un _ 19 by on 19 by �e.+ as nr +C . Notary u c or Oregon otar� un0 CA for My comnlinslon Xxplroe: My comrniusion Expiran:ig Iyp�F'cTr� N■ TERESA ANN SMITH MCTAHY PJBLIGMINNESOTA CARVER COUNTY My Commhslon Expires Ocl 14,199E r NMr. M ( N06T 99 AarRoVED By Building Official prior to reco.oing APPROVED DATE?( �� ll Y ATTACHMENT 1 IT&. 1 : A. the three buildings located at the northwest corner of the ihtersocti.on of SW 72nd Avenue and OW Dartmouth Street in the City of Tigard, on three separate and contiguous lots (pat-CsIn A, B, and C) , its shown on the plot plan attached as exhibit "A" , to be considered as one building for the purpose of floor area limitation pursuant to Sections 505 anis 506 of the Oregon Structural Specialty Code; and B. the number of disabled and van accessible parking spaces, pursuant to Section 3104 of. the Oregon Structural Specialty Code, to tie determined based upin the total number of parking spaces required for the agg.egatr of the three buildings described in A. above, ITEM a : A. maintain a 6010" wide yard, open end unobstructed around arrd surrounding the subject buildings, except for driveways, sidewalks, curb and gutter, parking, landscaping and similar uses which do not constitute buildings or structures; and, B. provide for permanent, reciprocal vehicular access over, upon, across and between each of the Parcels for the benefit of all Parcels and the public streets and alleys now and hereafter abutting or located on any portion of the Shopping Center; limited, however, to triose portions of the Shopping Center which are improved by the Owner for vehicular accessways; and C. provide for permanent , nonexclusive reciprocal parking areas on each of. Lne Parcels for the benefit of. all. Parcels, including for purposes of disabled accessible parking. LDEVE'LOIma z , 272+ S.E. Sunflower Ct. . rA conn ucuon Hillsboro, Oregon 97123 �C �►�IcC� ..�� �.. (503) 648-4959 FAX: (503) 640-9385 PROPFRTY DESCRIPTION: (PORTION) TAX LOTS # 600, 2500 & 2.501, MAP# ISI-361')C FOR: GORDON DAVIS \\ DATE: PT. 28, 1993 LOCATION: S.W. 72nd AVE. 10 UMBER: 9110024 4FOR IDENTIFICATION P SBS ONLY ROPOSrD RETAIL "C" FOR USE ON LEGAL INSTR �ENT A PORTION OF THAT CERTAI TRACT I. THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP I SOUTI1, RANG I WE , W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING 1viORE PAR CU' AR DESCRIBED .AS FOLLOWS: BEGINNING AT A POINT THAT B . S NORTH 86045'21" WEST 430.14 FEET, SJUTH 01043'56" WEST 100.02 FEET A SUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF T OWE TRACT PER BOOK. 256, PAGE 419, DEED RECORDS OF SAID COUNTY, Al.D POI OF BEGINNING ALSO BEARS NORTH 22- 38'45" EAST 918 74 FEE FROM TH WASHINGTON COUNT'S SURVEYORS MONUMENT AT THE SOU WEST CORNE OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOU 56046'00" EAST 6.22 FEET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; T CE SOUTH 11030'30" AST 34.93 FEET; THENCE SOUTH 01° 43'56" WEST 280.81 T; THENCE SOUTH 88°1 1 04" EAST 210.00 FEET TO A POINT THAT IS 56.00 FE. WEST OF THE CENTERLI E OF S.W. 72nd AVENUE, WHEN MEASURED AT R1 T ANGLES TO IT; THENCE RTH 01043'56" EAST, PARALLEL. WITH AND 56 .ET WEST OF SAID CENTER—TINE, 99.89 FEET; THENCE NORTH 85 05)'42. W�j� 5.89 FEET; TI1ENCE SOUTH 34°33'1 " WEST 55.33 FEET TO THE POINT OF BE( NTNG. CONTAINI 137,1.21 SQUARE .FEST, MORE OR LESS. FOR BA4S OF BEARINGS AND ADDITIONAL INFORMATION SE SURVEY 24389. STATE OF OREGO SS County of Washingto i I Jxerry R.Hanson,Director of Asse ment and faxatfon and Ex-Officio Recorde f Con- 11�yences fq�rr aid county, do he certif�r that the vAthin Instrument of riting was receiveJd$hd recorded In boo records of said cou Y. Jerry P. son Dlr por of Assessme ano laxation, Ey.- 0Otficlu(' my Clerk ; ltti.._M'''FtNpyp/ Doc 9 081050. 1 r Rect— 09033 28. 00 10/0 /1993 10: 49; 01AM Subdivisions • Planning • Design ��• L.A.U.s • burveying 9 Mapping a AI.'PIIA ENGINEERING INC. ENGINEERING • DEVELOPMENT SERVICES • SURVEYING APRIL 5, 1994 LEGAL DESCRIPTIO14 JOB /1211-004 PROPOSED RETAIL, "C" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 66°45'21" WES1' 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET ANIS SOUTH 88°16'04" EAST 48,38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNT't, SAID POINT OF BEGINNING ALSO BEARS NORTH 22' 39'09" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56°46'00" EAST '26.81 FEET; THENCE SOUTH_ 01 043'56" WEST 186.87 FEET; THENCE SOUTH 11'30'30 EAST 32.75 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE SOUTH 88°16'04" EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72ND AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01'4.3'56" EAST, PARALLEL WITH A14D 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85°51'42" WEST 295.89 FEET; 'THENCE SOUTH 34"33'11" WEST 5.5.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,029 SQUAFX FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. P"ISTERED PROFESSIONAL LAND SURVEYOR OREGON .JULY 75,Mo MICHAEL R. GATES 2449 PLAZA W?ST • SUITE 230 • 9600 S.W. 'LAK • PORTLAND OREGON 977.23 • 503.452-8003 • FAX 503.452-8043 �i CF_RTIFIED TO BE A TRUE AND O�� �S COPY OF THE ORIGINAL CORRECT I ERAY R• N NSON, DIRECTOR '' .;' . ' o Department o4 essment & Tex+tiol •!b,�r•' ••.••. tic. � / L L L �1 By ;�;> cou,��'�, MBPECfTj .1 NOT City of Tigard Building Department ' 13125 BR Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-G-Phone): 639--4175 Business IPhonas 639-4171 Inspection: yooting Plbq. Underslah Mach. Rough-in (Ap�r�s�Nlk Found. Plbg. Top Out Gas Line K1 Post/Beam Struct. San. Sewer framing -Old Post/Baahi Mach. Rain Drain Inavlation -R1 Plbg. Undorfloor Nater Lina ' I Gyp. ad. -Meeh. t� - `1 riw� nM PH Date`;� .4� �� Peroit #160 e UL Address +1�^ Builder: `C WSSKYN THE TOLLOMING OORRECfION4 ARE REQUIRED: {� 2L ---------------- --- ---------- Inspector ---- ._-...-------- --- Date:. — AFPROVED DTSIPPIIOVRD APp10VEn SURJECT TO ABOVE Call Nor Relnap. TIGARD CITY ®F BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : 13UP94--0080 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 DATE ISSUED: 03/31/94 b,39-41-171 PARCEL: 1S136DC-02501 SITE ADDRESS- - 07500 SW DARTMOUTH ST #5. 2100 SUBDIVISION. . . . : ZONING: C-G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . REISSUE: FLOOR AREAS ------- -- EXTERIOR WALL_ CONSTRUCTION- CLASS ONSTRUCT1ON-CLASS OF WORK. s ALT FIRST. . . . % 13'70 sf N:NR S:NR E:2HR W:2HR TYKE OF USE. . . .-COM SECOND". . . : sf PROTECT OPENINGS?------------ TYPE OF CONST. .-5N THIRD. . . . : sf N. S: E:Y W:Y OCCUPANCY GRP. :N2 TOTAL-------: 1370 sf ROOF CONST:C FIRE RET? :Y OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATEDt S TOR. : 1 HT. :30 ft GARAGE. . . : sf OCCU SEP. RATED: SSMT?sN MEZZ?:N REED SETBACKS---------.- FLOOR ETBACKS--------.FLOOR LOAD. . . . : 125 psf LEFT: ft RGHT : ft FIR SPH,.I-:Y SMOK DET. . -.Y DWELLING UNITS: F'RNT: ft REAR: ft FIR ALRM:Y HNDICN ACC:Y SEDRMS: BATHS: IMF' C'URFACE: PRO CORR: PARK I NU: VALUE. $ : 114000 Remarks: PetsMart- remodel of dog grooming/vet Areas Owner: FEES PEI'SMART type amuunt by date recpt 1000 N 31ST AVE. C300 PRMI f 468. 00 JG 03/31/9{1 PLCK $ 304. 20 JG 0.3/31/94 PHOENIX AZ 85051 5PCT f 23. 40 JG 03/31/94 - Phone #: 817-497•-4127 Contractor: RUSHFORTH CONSTRUCTION 1.308 ALEXANDER AVENUE TACOMA WA 98424 f1hone #: 206-922-188H f 795. 60 TOTAL Fury #. . : 46792 - -- -- -- REQUIRED INSPECTIONS This pereit is issurd subject to the regulations containea in the Framing Insp Tigard Municipal Code, b4te of Ore. Specialty Codes and all other Insulation Insp aaplicable laws. All wu0 will be done in accordance with Gyp Board Insp approver! plans. This persit will expire if wort is not started S u s p C e i 1 n g Insp y �_ within I8@ days of issuanct, or if work is suspended for sore Final Inspection than 190 days. I ,rmittee ii.gr�lt _tre• _ 1. s 1.1 e d B Y• _� _. _ _.._ ._.— — ._.__ _._--__ ___ Call for inspertion - 639-4175 I r, . CITY OF 110ARD REC;F IF'T OF F'AYME:W I RF:CF.IF'T Pitt. 19,1 250,135 C:NF_(.;K AMOUNT x '796.00 AME:: a RI)SHF"ORT13 CONC3'TAW"'T ION GO CASH QMOUN C a 14.(do 1)I)HKSS M. 11408 AC F:XANDE R AVE FAST P'AYME N T DATE. a 0 3i J) !94 T'A(,UMA, Wfa SUBDIVISION s 9H4e4... :'URPOSE. C1F t''AYMWT AM(:IUNI PAID PURPOSE OF PAYMENT AMOUNT PAID FIJI!.U:CMICi K''F'RM RUP94-0080 46A.(Ate S7 . F11111, T) PF'R P3. 40) .304.,PM 'F':*1 SMAR T OHM, AMOUN1 F'A T D .. > 1 ki.flo S INBpNCTION NO? vim / city o+C Tigard Buildi.mq Departermt // 13125 M Ball Blvd. Tigard, Orwgoe 97223 Inepw.tion Line (Roc--o-Phone)s 639-4175 Business Phone: 63967'1 Inspect lons Footing Plbq. Undoralab Koch. P.ough-in Appr/Bdwlk Found. Plb,7. Top Out Gas Line FINALS Post/Roam struct. Ban. sewer Framing -Bldg. Post/Edam Mach. Rain Drain Insulation -Plumb. Plbg. Ondorllooe Nater Line1►d• -Moch• Date Requestodt --� Tit �LM �( Permit 1 t1�L1)1n Q(/•1)�-/��l� Builder: ! ��, 1��✓�`�Il�a` h _7� ^��J TRE FOLLOWING 00rjkKR'20MS ARR REQUIRED: Inspector APPROVRD DISAPPROVRD APPROVED RVBJ8CT TO ABOVE Ca.l For Roinsp. J QitT oY Tigard Bullding Department 13125 Bei Mall Blvd. Tigard, Oregon 97223 Inspection Line (Eec-0-Phrme)e 639-41x75 Businaas hone= 639-4171 Inspection=_• L .l \ � C� i,< /noting 7 ?^ bq Underalab Ne=ch. Rough-in 6ppr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL= Post/Beam 4trxwt. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line 'ur Gyp. Rd. _Nech_ Date JNA1W*etedt_9 ') :Y_'1 77CC���� Tree= W PM 6ddress=1U 1.G11 `rl` W"__ Permit ti _ Builder= � _ Z� 3— rS—t 99 _ TRE POLLOMNG CORRECTIONS )W REQUIRED: � rE�oNo �►,Sri0 -moo Inspector= Dates �y c APPROVED �_- VE DISAPPROVED APPROD n;=&.TRCT To ABOVE - _Call For Rainap. ULRTIFICATE pt OCCUPANCY CITY OF TIGA RD PERMIT #. . . . . . . .. SUP93­0130 COMMUNITY DEVELOPMENT DMW. TMIENT BATF lriS(JFEJ). ;(),--'/17/'f)4 13125 SW Hall Blvd.Tigard,Oregon 97221*8199 (503)619-4171 7 ADDRiESS. — t 07"500 'SW DARTMOUTH ST 013. 200 SUBDIVJSION. . . . t c'--6 SLOCK. . . . . . . . . . a R.UJ. . . . . . . . . . . . . CLASS OF WORK. sNEW TYPE 1W USE. . . cCOM OCCUPANCY ORP. IB2 0C(',1JV)ANU%,' LOnD.-660 T17NANT NAMR. . . -,;1E'1'SMnRT fli-marks-r Tf4IS CERTIFICATE' OF- OCCUPANCY DOES NOT INCLUDE VETERINARY C' INIC VIRFA DONE UNDEP SEPORATE PERMIT PF'rW,ART 1000 14 31ST AVE. 0300 PHOENIX AZ 8502,51 Phone #: 817­497­41.27 ­ COW RAC:TOR NOT ON FILE phiple #l: Rpl Or OfArianc Y cif t h e above referenced building hereh- tai Ven, and re rt i f i t.l-,,? compl iAyice Amith the StAte t:)f 01-egon gpe,,-tmity Ccics.`s for, th.- group, 111:f:UpaTICy, end use under whirh the r,efet,ew-ed permit aam i ss'Aecf. FIRE DEPAP7MENT )X.)lj�p I NG 3PEC,T 0 R POST IN CONSPICUOUS PLACE INBpE_GTLQj�J,K1TM City of Tigard Building DepaOsawt 13125 811 Ball Bled. Tigard, Crean 97223 V'�e) Inspection Line (Ree•d1-Phone): 639-4175 Sual.ness Phone: 634-4171 Inepeation:_ _ -�--- __--- Tooting Plbg. Dnderslab Mach. Rough-in Appr/Sdwlk round. Plbg. Top Out Cam Line Post/Beam Struct. San. Sewer Training -Bldg. Post/Roam Mach. Rain Drain Insulation Plbg. Underfloor Mater Line Uyp. ad. -Koch. Date Reeteds - ' TLMs - � 11M q:aPM �j Address: P1lii"t 1: 7 Builders TRI F()W1OA I MQ co"E c'T I ONS ARE RBOU I RED s J Inspectors Date: APPROVRD DIRAPPROVED APPROVEn RURJR(.T TO ABOVE Call Per Re'nep. Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 jobalte Address: y flCe URe Only Tenant }.�—rrur� __ suite „�, }gyp ,1' __ ► �', �' Valuations �f ZS- Address: Phone: II' zk Address: //�1 cam ,-C��C'` Type of (X,r► vOccupancy class: b Phone: U2. 2 / .z Sprinklered? No Contractor's License # (altacN wff of au?W#Oregon Home) sq.!k.or project:__ 3 7 A Iter nglr,ser:1n r� Penpoeed un:. ' 1,�. ----. Aiddr*ss: _.._L3a 10 sf r i1 _ Note: PkXT"ffg mechanical pians must be vibry ted at tkna of �gl2 z. bALSV pem*spokstlon. Phone: MIA, ita COMMENTS: E' �'',,' yagL�i .-- _— -- ------- Applicant Signature f Phone nurrdw f Reo*A d by _ Date Received: pAt a'�+4 ' � ,�. > t RK� j h f ` •u;, 4 1 Permit # Account Description Amount Arat. Pd. Bal. DW Bldg. Permit (BUILDi Plumb. Permit (PLUMB) Mech. PernIN (MECH) -- State Tax Bidg: Plumb: Mech: , r5 Plan Check (PLANCI() ,�0 Bide! _ Bpi i+nh. Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) i Panes Dev Charge (F`I(SUC) Storm Drainage Chg (SDSDC, Residential TIF (TIF43) Mass Transit TIF (TIF-MT) Commercial TIF (M-C) Irdustrial TIF (TIF4) IrM ttrtlonal'TIF (t7F-IS) Office TI! (TiF-O) water 4uaNtar (WGU Water QuaMlgr _. . . Fire Olslrk� � - :��t�- _ � �- � 7' ' l �. - .._,._..-- ..... Nx SPECTIN NOTICE City of Tigard Building Departsrent 13125 RW Ball Blvd. Tigard, Oregon 97223 Inspection Line ((Ref-O-Phone)c 639-4175 Bu invss Phone: 639-4171 Inspection:W__ Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk 'ound. Plbq. T,p Out Cas Line FINAL- Post/Ream St.ruct. San. Sewer Framing -.Bldg. Post/Ream Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Bd. -Mech. Date Requested. 7 �Lme tIl ( L2 Addross: I 7O0 - Permit fi Buildor:.� THE FOLL WiINr CORRECTIONS ARE REQUIRED: 47 a Inspector/-J-' - - - -- --- natA: r APPROVED 0I5APPR0vRD APPROVED SUB.TECT TO ABOVE Call Por Rpinep. DrEVELO?m1L nz f. RECEIVED PLANNING 2724 S.E. Su�iflower Ct. Cominucuon Hillsboro, Oregon 97123 A, Arm&. % 3I RViCE3 MAR (503) &:8-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS # 600, 2500 & 2501, MAP# 1S1-36DC FOR: GORDON DAVIS DATE: MARCH 4, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110024 FOR IDENTIIFICATI AN PUk'OSES ONLY REVISED PROPOSED RETAIL "B" FOR USE ON LEGAL INSTRUMENT A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP i SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A P0111":T THAT' BEARS NORTH 86°45'21" WEST 430.1.4 FEET, SOUTH 01'43'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINTOF BEGINNING ALSO BEARS NORTH 220 38'45" EAST 918.74 FEET FROM THE WASHINGTON COUNTY SURVEvORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THEW-E SOUTH 56"46'00" EAST 126.22 FEET; THENCE SOUTH 01043'56" WEST 185.05 FEE : THENCE SOUTH I1030'30" EAST 34.93 FEET; THENCE SOUTH 010 43'56" EAST 280.81 FEET; THENCE NORTH 88°16'04" WEST 164.00 FEET; THENCE NORTH 01043'56" EAST 565.81 FEET; THENCE SOUTH 88016'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,101 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY" 24389. Subdivisions • Planning Design • L.I.D.s * Surveying • Mapping DEVELOPMrcm: i. 2724 S.E. Sunflower Ct. c oniviu'c«on RECEIVED PLANNING Hillsboro, Oregon 97123 0 vw 503 648-4959 MAR 71994 FAX: (503) 640-9385 PROPERTY DESCRIPTION• (PORTION) TAX LOTS # 600, 2500 & 2501, MAP# 1S1-36DC FOR: GORDON DAVIS DATE: MARCH 4, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110024 FOR IDENTIFICATION PURPOSES ONLY PROPOSED RETAIL "C" FOR USF ON LEGAL INSTRUMENT A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER Or THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 220 38'45" EAST 918.74 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; THENCE SOUTH 11'30'30" EAST 34.93 FEET; THENCE SOUTH 01° 43'56" EAST 280.81 FEET; THENCE SOUTH 88016'04" EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72nd AVf SUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01043'56" EAST, PARALLEL WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE. NORTH 85 051'42" WEST 295.89 FEET; THENCE SOUTH 34°33'11" WEST 55.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,121 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. Subdivisions • Planning • Design 0 L I.D.s • Surveyl;iig • Mapping i ISISPECTION NOTICF city or Tigard Building Depnrtisent 13145 BA Ball Blvd. Tigard, Oregon 97 Inspection Line (ROC-O-Phone)t 639-4175 Duei.nessPh t 639-4171 Inspect_lont __ __— rooting Plbg. Underslab Mech. Rough-in kp$r/ldwlk Poand. Plbg. Top Out Cas Line Post/Ream Struct. San. Sewer Framing _elft. Post/Roam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lille Gyp. Bd. c� m Date Rnquafftedt 7 C ITime: n11K M v Permit ftM (� DI Addreest �D00 � \Cc y Builder: — t A'LUy gL2o - (`r1_t''1 T1:S FOLI.OiiIN3 ^OhRECTIONS ARE REQUIRED: Date: J 3 _L.e9PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --call Por Reinsp. (w ------------- CITY 0 F TlGol.,kQD) OREGON SETTING THE STANDARD FOR SERVICE EXCELLENCE Fawcsimfle To: Company: Phone: (,qg-qq Fax: -From:,. Compony: City of Tigard Phone: (503) 639-4171 Fax: 1 (503) 684-7297 Date: Pages including this L_ page: COMMENTS: /Ig/faxsht.doc City of Tigard, 13125 SW HALL BLVD., TIGARD, OR 97223 A "PLEASE DELIVER THIS FAX IMMEDIATELY"" DEVELO1Mmr z 2724 S.E. Sunflower Ct. coniviucuon HillEboro, Oregon 97123 fA ,Am&- % 1ClvicEN (503) 648-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS # 600, 2500 & 2501, MAP# 1S1-36DC FOR: GORDON DAVIS DATE: FEB. 23, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110021 FOR IDENTIFICATION PURPOSES ONLY PROPOSED RETAIL "B" FOR USE ON LEGAL INSTRUMENT �® A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER Or, SECTION 36, TOWNSHIP I SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUN'T'Y, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING.; AT A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'.56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 220 38'45" EAST 918.74 FEET FROM THE WASHINGTON CO.,NTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SGUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET; THENCE SOUTH 01°43'56" WEST 18 , FEET; THENCE SOUTH 11030'30" EAST 34.93 FEET; THENCE SOUTH 010 43'56" EST 280.81 FEET; THENCE NORTH 88016'04" WEST 164.00 FEET; THENCE 56 (5 NORTH 01043'56" EAST' 565.81 FEET; THENCE SOUTH 88-16'04" EAST 48.38 °EET TO r� THE POINT OF BEGINNING. CONTAINING 87,101 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. Subdivisions 0 Planning 9 Design • LTD.s • Surveying • Mapping DEVEL®tPMmi: G 2724 S.E. Sunflower Ct. c®nivivaion Hillsboro, Oregon 97123 1AVA, - (503) 648-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS It 601, 2500 & 2501, MAP# 1S1-36DC FOR: GORDON DAVIS DATE. FEB. 23, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110024 FOR IDENTIFICATION PURPOSES ONLY PROPOSED RETAIL "C" FOR USE ON LEGAL INSTRUMENT A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88°16'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECON..; OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 22° 38'45" EAST 918.74 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET; THENCE SOUTH 01°43'56" WEST 1§5-Q5 FEET; THENCE SOUTH 11°30'30" EAST 34.93 FEET; THENCE SOUTH 01° r*(Pr 43-56' ES 2.30.81 FEET; THENCE SOUTH 88°16'04" EAST 210.00 FEET TO A POINT c t THAT IS 56.00 FEET' WEST OF THE CENTERLINE OF S.W. 72nd AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01°43'56" FAST, PARALLEL_. S vo ea WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE �JRT 85 M" 051'42" WEST 295.39 FEET; THENCE SOUTH 34°33'11" WEST 55.33 FEETTOTHE POINT OF BEGINNING. CONTAINING 137,121 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. Sut)(livisions 0 Planning • Design • L I.D.s • St rveying • Mapping DEVELOP(' Eng. z 2724 S.E. Sunflower Ct. con3nuccIQn Hillsboro, Oregon 97123 3FMCC3 (503) 648-4959 1-4 , s P S �, ` ' h n �. !� I c f FAX: (503) 640-9385 PROPERTY DESCRIPTION: TAX LOTS # 600, 2500, AND 2501, MAP# 1S1-36DC FOR: SUPER VALUE DATE: FEB. 23, 1994 LOCATION: PACIFIC HWY. & DARTMOUTH JOB NUMBER: 9110024 FOR IDENTIFICATION PURPOSES ONLY OVERALL RETAIL SITE FOR USE ON LEGAL INSTRUMENT A PORTION OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP I SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID PARCEL I, IN THAT CERTAIN BARGAIN AND SALE DEED TO SUPERVALU HOLDINGS, INC. AND RECORDED AS DOCUMENT NO. 93003638, DEED RECORDS OF SAID COUNTY, WHICH POINT BEARS SOUTH 00002'16" EAST 152.20 FEET FROM THE NORTHEAST CORNER THEREOF, SAID POINT OF BEGINNING ALSO BEARS NORTH 05004'21" WEST 975.53 FEET FROM THE WASHINGTON COUNTY MONUMENT AT THE SOUTH QUAR'T'ER CORNER OF SAID SECTION 36, AND RUNNING THENCE NORTH 86045'24" WEST 21.07 FEET TO THE CENTER OF RED ROCK CREEK; THENCE IN THE CENTER OF SAID CREEK SOUTH 580 43'05" WEST 5.76 FEET, SOUTH 04012'11" WEST 34.80 FEET, SOUTH 51041'12" WEST 44.29 FEET, SOUTH 15°53'22" EAST 19.63 FEET, SOUTH 26°5041" WEST 68.45 FEET, SOUTH 78047'53" WEST 31.55 FEET, SOUTH 2.8058'14" WEST 51.39 FEET, SOUTIi 710 42'53" WEST' 25.45 FEET, SOUTH 13012'08" EAST .56.70 FEET, SOUTH 26°18'07" WEST 28.27 FEET, SOUTH 56008'24" WEST 32.37 FEET, SOUTH 24039'15" WEST 27.15 FEET, SOUTH 19040'08" EAST 29.20 FEET, SOUTH 47°21'43" WEST 18.99 FEET, SOUTH 14- 11'18" EAST 29.48 FEET, SOUTH 59058'35" vVEST 23.13 FEET, SOUTH 09044'38" WEST 14.97 FEET, SOUTH 66°43'03" WEST 12.43 FEET, SOUTH 17°55'29" WEST 13.88 FEET, SOUTH 71008'07" WEST 22.17 FEET, SOUTH 30°38'58" WEST 50.50 FEET, SOUTH 04- 36'13" EAST 19.85 FEET, SOUTH 63054'34" WEST 17.35 FEET, SOUTH 401,04'35" WEST 46.87 FEET, SOUTH 04035'05" EAST 26.76 FEET, SOUTH 87053'43" WEST 15.88 FEET, SOUTH 32029'24" WEST 35.45 FEET, SOUTH 78°41'09" WEST 16.27 FEET, SOUTH 55- 41'21" WEST 56.27 FEET, SOUTH 10032'11" WEST 15.32 FEET, SOUTH 62°27'30" WEST 39.83 FEET, SOUTH 19021'41" WEST 7.92 FEET, NORTH 87054'42" WEST i7.36 FEET, SOUTH 05024'38" WEST 34.15 FEET, SOUTH 51012'52" WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.16 FEET TO A POINT ON THE WEST LINE OF SAID PARCEL I; THENCE ALONG THE BOUNDARY OF SAID PARCEL I, SOUTH 0013'48" WEST 32.55 FEET AND SOUTH 83°52'11" EAST 530.54 FEET; THENCE SOUTH S9016'25" EAST 168.22 FEET; THENCE SOUTH 74°00'53" EAST 371.13 FEET; THENCE 117.99 FEET ALONG THE ARC OF A 465.00 RADIUS CURVE TO THE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 81017'01" FAST 117.67 FEET); THENCE SOUTH 88033'09" EAST 170.04 FEET TO A BRASS CAP AT THE ANGLE POINT OF THE EAST LINE OF THE GEORGE RICHARDSON D.L.C. NO. 35 AND THE ANGLE POINT IN THE CENTERLINE OF 72nd AVENUE (COUNTY ROAD # 245); THENCE ALONG SAIL` CENTERLINE, NORTH 01 043'56" EAST 943.33 FEET TO THE. NORTHEAST CORNER OF TOWER TRACT RECORDED IN BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY; THENCE NORTH 86°,,5'24" WEST 825.44 FEET TO THE POINT OF BEGINNING. C'ONT'AINING 22.04 ACRES (GROSS). MORE OR LESS. DEVEL4?mm: 2724 S.E. Suntlower Lt. `i con3viuccson Hillsboro, Oregon 97123 (503) 648-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS #600, 2500& 2501, MAP # ISI-36DC FOR: GORDON DAVIS DATE: FEB. 23, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110024 ' FOR IDENTIFICATION PURPOSES ONL`,' PROPOSED RETAIL, FOR USE ON LEGAL INSTRUMENT A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 3a, TOWNSHIP I SOUTH, RANGE I WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICI t AR DESCRIBED AS FOLLOWS: BEGINNING A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" 100.02 Ff:ET AND SOUTH 88°!6'04' EAST 48.38 FEET FROM THE NORTHEAL. -70RNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECO,:DS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 221, 38'45" EAST 918.71 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET; THENCE SOUTH 01043'56" WEST 185.05 FEET; THENCE SOUTH 11°30'30" EAST 34.93 FEET; THENCE SOUTH 010 43156" WEST 280.81 FEET; THENCE NORTH 88°16'04" WEST 164.00 FEET; THENCE NORTH 01043'56" EAST 565.81 FEET; THENCE SOUTH 88°16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,101 SQUARE FEET, MORE OR LESS. FOR. BASIS OF BEARINGS AND ADDITIONAL INFORMATION SITE SURVEY 24389. Subdivisions 0 Planning 0 Design 0 LA.D.s • Surveying a Mapping my% DEVE OMicmn: f. 2724 S.E. Sunflower Ct. con.Nviuccion Hillsboro, Oregon 97123 NFMCCN (503) 648-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: (PORTION) TAX LOTS #600, 1.500 & 2501, MAP # 1S1-36DC FOR: GORDON DAVIS DATE: FEB. 23, 1994 LOCATION: S.W. 72nd AVE. JOB NUMBER: 9110024 FOR IDENTIFICATION PURPOSES ONLY PROPOSED RETAIL "C" FOR USE ON LEGAL INSTRUMENT A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.02 FEET AND SOUTH 88016'04" FAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF P--GINNING ALSO BEARS NORTH 22- 38'45" EAST 918.74 FEET FROM THE W,.;HINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 5646'00" EAST 126.22 FEET; THENCE SOUTH 01°43'56" WEST 185.05 FEET; THENCE SOUTH 11°30'30" EAST 34.93 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE SOUTH 88°16'04" EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72nd AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01043'56" EAST, PARALLEL. WITH AND 56.00 FEET 'VEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85 051'42" WEST 295.89 FEET; THENCE SOUTH 34°33'11" WEST 55.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,121 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. Subdivisions • Planning • Design e L.I.D.s • Surveying • Mapping EXHIBIT "A" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE. PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POIN THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH O1043'56" WEST 100.02 FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 4.19, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 220 38'45" EAST 918.74 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET, THENCE SOUTH 01°43'56" WEST 185.05 FEET; THENCE SOUTH 11'30'30" EAST 34.93 FEET; THENCE, SOUTH O1° 43'56" WEST 280.81 FEET; THEINCE NORTH 88°16'04" WEST 164.00 FEET; THENCE NORTH 01043'56" EAST 565.81 FEET; THENCE SOUTH 88°16'04" EAST 48.38 FEET TO THE POINT OF BEGINNING. CONTAINING 87,101 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. EXHIBIT "A" A PORTION OF THAT CERTAIN TRACT IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON :COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS; Ui.jINNING AT A POINT THAT BEARS NORTH 86045'21" WEST 430.14 FEET, SOUTH 01043'56" WEST 100.07. FEET AND SOUTH 88016'04" EAST 48.38 FEET FROM THE NORTHEAST CORNER OF THE TOWER TRACT PER BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY, SAID POINT OF BEGINNING ALSO BEARS NORTH 22° 38'45" EAST 918.74 FEET FROM THE WASHINGTON COUNTY SURVEYORS MONUMENT AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER, AND RUNNING THENCE SOUTH 56046'00" EAST 126.22 FEET; THENCE SOUTH 01043'56" WEST 185.03 FEET; THENCE SOUTH 11'30'30" EAST 34.93 FEET; THENCE SOUTH 01' 43'56" WEST 280.81 FEET; THENCE SOUTH 88°16'04" EAST 210.00 FEET TO A POINT THAT IS 56.00 FEET WEST OF THE CENTERLINE OF S.W. 72nd AVENUE, WHEN MEASURED AT RIGHT ANGLES TO IT; THENCE NORTH 01°43'56" EAST, PARALLEL WITH AND 56.00 FEET WEST OF SAID CENTERLINE, 599.89 FEET; THENCE NORTH 85 °51'42" WEST 295.b9 FEET; THENCE SOUTH 34°33'11" WEST 55.33 FEET TO THE POINT OF BEGINNING. CONTAINING 137,121 SQUARE FEET, MORE OR LESS. FOR BASIS OF BEARINGS AND ADDITIONAL INFORMATION SEE SURVEY 24389. EXHIBIT "A" A PORTION OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: J BEGINNING ATA POINT ON THE EAST LINE OF SAID PARCEL I, IN THAT CERTAIN BARGAIN AND SALE DEED TO SUPERVALU HOLDINGS, INC. AND RECORDED AS 1 DOCUMENT NO. 93003638, DEED RECORDS OF SAID COUNTY, WHICH POINT BEARS SOUTH 00002'16" EAST 152.20 FEET FROM THE NORTHEAST CORNER THEREOF, SAID POINT OF BEGINNING ALSO BEARS NORTH 0.5°04'21" WEST 975.53 FEET FROM THE WASHINGTON COUNTY MONUMENT AT THE SOUTH QUARTER CORNER OF SAID SECTION 36, AND RUNNING THENCE NORTH 86045'24" WEST 21.07 FEET TO THE CENTER OF RED ROCK CREEK; THENCE IN THE CENTER OF SAID CREEK SOUTH 58° 43'05" WEST 5.76 FEET, SOUTH 04012'11" WEST 34.80 FEET, SOUTH 51041112" WEST 44.29 FEET, SOUTH 15053'22" EAST 19.63 FEET, SOUTH 26050'41" WEST 68.45 FEET, SOUTH 78047'53" WEST 31.55 FEET, SOUTH 28058'14" WEST 51.39 FEET, SOUTH 710 42'53" WEST 25.45 FEET, SOUTH 13012'08" EAST 56.70 FEET, SOUTH 26018'07" WEST 28.27 FEET, SOUTH 56°08'2.4" WEST 32.37 FEET, SOUTH 24039'15" WEST 27.15 FEET, SOUTH 19040'08" EAS'! 24.20 FEET, SO►TTH 47021'43" WEST 18.99 FEET, SOUTH 140 11'18" EAST 29.48 FEET, SOUTH 5905815" WEST 23.13 FEET, SOUTH 09044'38" WEST 14.97 FEET, SOUTH 66043'03" WEST 12.43 FEET, SOUTH 17"55'29" WEST 13.88 FEFT, SOUTH 71008'07" WEST 22.17 FEET, SOUTH 30038'58" WEST 50.50 FEET, SOUTH 040 36'13" EAST 19.85 FEET, SOUTH 63°54'34" WEST 17.35 FEET, SOUTH 40004'3-1" WEST 46.87 FEET, SOUTH 04035'05" EAST 26.76 FEET, SOUTH 87053'43" WEST 15.88 FEET, SOUTH 32029'24" WEST 35.45 FEET, SOUTH 78041'09" WEST 16.27 FEET, SOUTH 550 41'21" WEST 56.27 FEET, SOUTH 10°32'11" WEST 15.32 FEET, SOUTH 62°27'30" WEST 39.83 FEET, SOUTH 19021'41" WEST 7.92. FEET, NORTH 87054'42" WEST 17.36 FEET, SOUTH 05024'38" WEST 34.15 FEET, SOUTH 51012'52" WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.16 FELT TO A POINT ON THE WEST LINE OF SA!D PARCEL l; THENCE ALONG THE BOUNDARY OF SAID PARCEL I, SOUTH 00013'48" WEST 32.55 FEET AND SOUTH 83052'11" EAST 530.54 FEET; THENCE SOUTH 89°16'25" EAST 168.22 FEET; THENCE SOUTH 74°00'53" EAST 371.13 :-TEET; THENCE 117.99 FEET ALONG THE ARC OF A 465.00 RADIUS CURVE TO THE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 81017'01" EAST 117.67 FEET); THENCE SOUTH 88033'09" EAST 170.04 FEET TO A BRASS CAP .AT THE ANGLE POINT OF THE EAST LINE OF THE GEORGE RICHARDSON D.L.C. NO. 35 AND THE ANGLE POINT IN THE CENTERLINE OF 72nd AVENUE (COUNTY ROAD Il 245); THENCE ALONG SAID CENTERLINE, NORTH 01043'56" EAST 943.33 FEET TO THE NORTHEAST CORNER OF TOWER TRACT RECORDED IN BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTr THENCE NORTH 86045'24" WEST 825.44 FF.F T TO THE POINT OF BEGINNING. CONTAINING 22.04 ACRES (GROSS), MORE OR LESS. SUBJECT TO THE RIGHTS OF THE PUBLIC TO ANY PORTION LYING WITHIN S.W. 72nd AVENUE (COUNTY ROAD NO. 245). FOR BASIS OF BEARINGS AND ADDITIONAL, INFORMATION SEE SURVEY 24389. t 1� DEVELO? Em: a 2724 S.E. Sunflower Ct. comnmmon Hillsboro, Oregon 97123 VA, �C�VIcC� (503) 648-4959 FAX: (503) 640-9385 PROPERTY DESCRIPTION: TAX LOTS # 600, 2.500, AND 2501, MAP# 1S1-36DC FOR: SUPER VALUE DATE: FEB. 23, 1994 LOCATION: PACIFIC HWY. & DARTMOUTH JOB NUMBER: 9110024 FOR IDENTIFICATION PURPOSES ONLY OVERALL RETAIL SITE FOR USE ON LEGAL INSTRUMENT A PORTION OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, ORLGON, SAID PORTION BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: BEGINNING AT A POINTON THE EAST LINE OF SAID PARCEL I, IN THAT CERTAIN BARGAIN AND SALE DEED TO SUPERVALU HOLDIN jS, INC.. AND RECORDED AS DOCUMENT NO. 93003638, DEED RECORDS OF SAID COUNTY, WHICH POINT BEARS SOUTH 00002'16" EAST 1.52.20 FEET FROM THE NORTHEAST CORNER THEREOF, SAID POINT OF BEGINNING ALSO BEARS NORTH 0504'21" WEST 975.53 FEET FROM THE WASHINGTON COUNTY MONUMENT AT THE SOUTH QUARTER CORNER OF SAID SECTION 36, AND RUNNING THENCE NORTH 86045'24" WEST 21.07 FEET TO THE CENTER OF RED ROCK CREEK; THENCE IN THE CENTER OF SAID CREEK SOUTH 580 43'05" WEST 5.76 FEET, SOUTH 04012'11" W! r 34.80 FEET, SOUTH 5104112" WEST 44.29 FEET, SOUTH 15053'22" EAST 19.63 FEE SOUTH 26°50'41" WEST 68.45 FEET, SOUTH 78047'53" WEST 31.55 FEET, SOUTH 28058'14" WEST 51.39 FEET, SOUTH 71- 42'53" WEST 25.45 FEET, SOUTH 13012'08" EAST 56.70 FEET, SOUTH 26018'07" WEST 28.27 FEET, SOUTH 56008'24" WEST 32.37 FEET, SOUTH 24°39'15" WEST 27.15 FEET, SOUTH 19040'08" EAST 29.20 FEET, SOUTH 47°21'43" WEST 18.99 FEET, SOUTH 140 11'18" EAST 29.48 FEET, SOUTH 59058'35" WEST 2113 FEET, SOUTH 09044'38" WEST 14.97 FEET, SOUTH 66043'03" WEST 12.43 FEET, SOUTH 17°55'29" WEST 13.88 FEET, SOUTH 11008'07" WEST 22.17 FEET, SOUTH 30038'58" WEST 50.50 FEET, SOUTH 040 36'13" EAST 19.85 FEET, SOUTH 63054'34" WEST 17.35 FEET, SOUTH 40004'35" WEST 46.87 FEET, SOUTH 04035'05" EAST 26.76 FEET, SOUTH 87053'43" WEST 15.88 FEET, SOUTH 3^°29'24" WEST 35.45 FEET, SOUTH 78041'09" WEST 16.27 FEET, SOUTH 550 41'21" WEST 56.27 FEET, SOUTH 10°32'11" WEST 15.32 FEET, SOUTH 62°27'30" WEST 39.83 FEET, SOUTH 19°21'41" WEST 7.92 FEET, NORTH 87054'42" WEST 17.36 FEET, SOUTH 05024'3X" WEST 34.15 FEET, SOUTH 51012'52" WEST 33.47 FEET AND SOUTH 40002'17" WEST 43.16 FEET TO A POINT ON THE WEST LINE OF SAID PARCEL I; THENCE ALONG THE BOUNDARY OF SAID PARCEL I, SOUTH 00013'48" WEST 32.55 FEET AND SOUTH 83052'11" r,AST 530.54 FEET. THENCE SOUTH 89016'25" EAST 168.22 FEET; THENCE SOUTH 74°00'53" EAST 371.13 FEET; THENCE 117.99 FEET ALONG THE ARC OF A 465.00 RADIUS CURVE TO THE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 81017'01" EAST 117.67 FEET); THENCE SOUTH 88°33'09" EAST 170.04 FEET TO A BRASS CAP AT THE ANGLE POINT OF THE EAST LINE OF THE GEORGE RICHARDSON D.L.L. NO. 35 AND THE ANGLE POINT IN THE CENTERLINE OF 72nd AVL, '°1E (COUNTY ROAD # 245); THENCE ALONG SAID CENTERLINE, NORTH 01°45 5,5" EAST 943.33 FEET TO THE NORTHEAST CORNER OF TOWER TRACT RECORDED IN BOOK 258, PAGE 419, DEED RECORDS OF SAID COUNTY; THENCE NORTH 86°45'24" WEST 825.44 FEET TO THE POINT OF BEGINNING. CONTAINING 22.04 ACRES (GROSS), MORE OR LESS. rnF TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 5262538 February 14, 1994 Ted Parker Sonitrol of Eugene P.O. Box 21009 Eugene, Oregon 97402 Re: Automatic Fire Alarm System Petsmart 7500 S.W. Dartmouth 609OA-160--002 Dear Mr. Parker: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans submitted to this office for review and approval of the above noted fire alarm system are conditionally approved, subject to the following: Mounting heights of visual appliances to be in accordance with section 3109 (n)2, Uniform Building Code. A member of this office shall witness aal tests. Please provide 24 hour notification prior to anticipated test times . Once the system has been .installed, completed, and tested, a completion certificate shall be filled out and forwarded to this office. Please note, completion ce:-tificate is located in National Fire Protection Association .Standard 72 . I "Working"Smoke Defectors Save Lives i Ted Parker February 1.4, 1994 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government . If I can be of any further assistance to you, please contact me. at 526 -2469. sincerely, Dean E. Freitag v Deputy Fire Marshal DEF:kw cc: City of Tigard Building Department INBPECTION NOTICE city of Tigard Buildiag Department 13125 M Ball Blvd. Tigard, Oregon 97213 Inspection Line (Rec-O-Phones b39-4175 Business Phoner 639-4171 Inspoction:__.� -- -� Footing flbq. Un""lab Mach. Rough-in Appr/Sdwlk Twnd. 1bq. Top Out, Gas .ire FINAL: Post/Beam Struct. Ban. sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line (/ Gyp. ad. -Koch. Date Requelstods `z ( Times _--l1M _L_Px Addreaes -���lJ `,lJ�l `W UTAJ.IY+ Permit 6a��" ' Builders THE FOLLOWING CORRECTIONS ARE REQUIREDs 11 Inspectors { "Dated ?� v APPNO{IED DISAPPROVED APPROV6U SUBJECT TO JIBOVE Call For. Reinsp. INSPECTION NOTICI City or Tigard Bul.ldiog DtV&rtmmt 13125 BW Ball Bled. TiCWM, Oregon 97223 Inspection Line (Roc-O-Phone)t 639-4175 Business Phonet 639-4171 Inspoctiont Footing Plbg. Underslab Noah. Rsritgh-in Appr/Sdwlk Found. Plbg. Top Out Oas L1ne FINAL: Post/Seem Struct. San. Sewer •ruinq -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underrloor Mater Line Gyp. Bd. -Mech. 7G Date RoquesJJte��d��s ^�2- � _ M l Tim t AM Address 14pernit 1t fA,)C (;s Builders (,20 1(,00 THE FOLLOWING CORAECTIOMS ARE REQUIRED: Inspector: !�✓ Dates APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Rainap,. CITY OF �'I GIRD MECHANICAL F'f r7M I l F'ERM I T #. . . . . . . : MEC93-017 1 COM161UNITY DEVELOPMENT DWARTMENT DATE ISSUED: 01/: 6/94 13125 SW Han Blvd Tigard,Oregon 97223.91gg (503)930-4171 PARCEL.: 1 S 136DC-02-501 '_i I TE ADDRESS— : 07500 SW DARTMOUTH ST #S. 200 i3UBD1VISION. . . . : TONING: C-G [LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . GLASS 7F' WORK. . :NEW FLOOR FURN. . . . s EVAP COOLERS: 1"YPE OF USE. . . . :COM UNIT HEATERS. . : 1 VENT FANS. . . : OCCUPANCY GRF'. . :B2 VENTS W/O APDL-8 VENT SYSTEMS: STORIES. . . . . . . . : 1 POIL_ERS/COMPRESSORS F1CODS. . . . . . . . FUEL TYPES--__________._._ 0....3 HP. . . . :4 Dt MES. INCIN: : /GAS/ / / 3-15 HP. . . . :4 COMML. INC;IN: MAX I NPLII : BTU 15-30 HP. . . . : REPAIR UNITS: FIRE DAMPERS?. . : 30-50 HP. . . . .- WOODSTOVES. . : GAS PRESSURE. . . : 50+ HP. . . . : CLO DRYERS. . : N0. OFF UNITS---------- AIR HANDLING UN I TS OTHER UNITS. : 1 FURN ( 100K BTU: !- 10000 r_f m : GAS OUTL.F_TS. :9 FURN ) =100K BTU: ) 10000 cfm : Remar-ks : New r^etail store owner. ------------------------------------------------ -------- FEES PL)'SMART type amount by date recpt 1000 N 31ST AVE. C300 PRMT 4 132. 50 PLL 09/13/93 93-44105 PLCK b 33. 12 PLL 09/13/93 93-244105 PHOENIX AZ C5051 5PCT � 6. 63 PLL 09/13/93 93-.244105 Pf,mne #s 817-497-4127 Cont Tactor•: ilPPLE LAKE_-" CONTRACTORS .1.8305 SE NEWPORT WY I SSAQUAH WA 98N22 ---._-_._--_-------____--.--_.-----_--_-_ Phone #: c0f; -64.3-02'22 t 1722. �_5 'TOTAL Reg #. . : 95973 -_--_--. EIEQU I RELY INSPECTIONS --------. This perait is issued subject to the regulations contained in the Gaal, tine Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other MechaniCal Insp _ 4_ applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This persit will expire if work is not started Coaling Unt Insp _ within 186 days of issuance, or if work is suspended for sore Di_ict Insper-tion than 188 days. Final Inspection ' 'el-mittee Signaati_Ire: �,�,Z ���� --- ~ l sued 8 Y• ._.__..._.____.___. ., Call for inspectian - 639-4178 City of Tigard MECHANICAL PERMIT P1ancWReo. # _ 1312ti SW Hall Blvd. APPLICATION Penn it # A Tigard, OR 97223 (503) 539-4171 ( Tablu 3A Med wical Code QTY PRICE AMT Job �'�.,�� - 1) Permit Foe -0- -0- 10.00- Address �� .ia:�Vfl9(nentn)�'eKinll 100 1) Ind.duds a vents c.00 umaae 100�W0 1I11+ owner ?K� f! ✓� GO 2) Ind.duds&vents 7.50 Fkxw rxnan(a 4 ITh 2 7 O,S 3) incl,vent _ 6.00 spear beater.w-lRrw1 ier P4) or floor mounted healer 6.00 .cz, G ^o w Q _ Vont not i .tnc�n Occupants c,__!11 31 's f Y� C. 3 ) Aoplianca nw..^„ ' 3.00 - - PA "c g,s prj( 6) waling,absorption unit 6.00 P^:.a or comp,he pump,tial. 7) to 3 HP abs(xp unit to 100K BTU 6.00 a Boiler or wn,p,he-at a!primp,sir 201 8) 3-16 HP absorp unit to 5WK BTU 11.00 Contractor iWr or oomp,Tieat pump,arcoond 1 SAI14t 9) 15-30 HP absorp unit.5.1 mil BTU 15.00 •� _•. GW&A « er W�1p,.-&i t pump,arc cond. ._ n �` 10) 30-50 Hp absorp unit 1-1..75 mil BTU ?250 - M T»rev a ge at ave ret seF s-ep ication.t t e it or tromp-FreA�jromp,air . Information given Is corrad,that 1 am the owner o, authorized agent 11) >50 HP absorp unit 1.75(nil BTU 31.60 of tho owner,that plans submitted aro in compliance with Statercit_W iinn to - laws,that 1 am registered with the Construction CnntnacWs Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, rJG�rng unit --_. please give reason below.) 13) 10,000 CTM a 7.50 --- r--- _ on portable - 14) evaporate cooler 4.50 —�--- — —Vont Ian conn•c-te`J 15) to a single dud 3.00 Ventilation system not 16) included in appliance pornih f e-ns R 4.50 Hood serve d tyy 17) rreclranical exhaust 4.50 scn w view additiot, —nTt-r)_raFn__G repair Cornmere-W or;W teal to be done res. ntlal O non-residential 18) type incineratr.. 30.00 .x,sbng USO JT. _~^ 06 er Le.. sb-m.water ef,I iti �building or or property _- 19) heater,adorn,&_4m dryers,etc. .50 Proposed use of 20) Gas piping we to four outlets 2.00 bullfrog or property_- -- ----— -- _— — _ T of fuel-oil natural asCoI_PG 21) More Man 4-per outlet — _ Type � 9• � Q ebdrir:Q� _OTC N:,,irrum Fee$25,00 SUBT01D11. N -4* PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCCD WITHIN 180 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR — ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMFNCFD - TOTAL 17A Special Conditions -- — -- - Date issued —,_ by— �weoewr Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97261 Phone(503)684-3460 January 20, 1994 FAX k 684-0954 93-8910 FIELD INSPECTION REPORT DATES COVERED: January 17, 1994 PROJECT: Petsmart Store APDRESS: Tigard, OR INSPECTORi H.P. Murphy 01-17-94: CTI representative verified placement of WWF for interior slab on grade. Also observed thet workers were pulling up mesh during pour. Also randomly checked miaimum slab thickness of 5" f.--om grid line C to F and minimum 41' thickness of slab from grid line A to C. All work appears to meet plans and specifications. Took slump tests and cast five sets of 6 x 12 concrete compression test cylinders of today's pour (approximately 250 yards) . Area of pour today: grid lines 1.0 to 3.0/A-F. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced., except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. Dougla� W. Leach President HPM/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspc,.:tion&Related Tests Carlson Testing, Inc. P O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 January 19, 1994 FAX N 684-0954 93-8910 FIELD INSPECTION DEPORT DATES COVERED: January 15, 1994 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: S. Stoner #61.1 01-15-94: CTI representative witnessed contractor place approximately 250 yards of Ross Island's mix 3011B (3000 PSI) in interior slab on grade at A--E/3-5 and exterior slab on grade and ramp at E-F/2 .2-3. 3. Reinforcing placed per specifications . W.W.F. was placed up as concrete was placed. Dobies were placed at 6 ' both ways . Contractor directed Ross Island to increase water_ reducer so a 5" slump could be poured. Ross Island increased dose from 19 oz/yd' to 38 oz/yd' and reduced batch water approximately 2 .2 gallons/yd'. Took random measurements of interior slab and fount] slab measured 5" to 6" from C line north and 4" to 5" south of C line. Notified contractor that general structural notes required 4000 PSI concrete in exterior slabs and he elected to place 3000 mix at .risk. Took samples for five sets of four test cylinders. The slumps were 5" , 511 , 04" , 5" and 51 " . The temperatures were 719, 699, 690, 709 and 71Q . Our reports pertain to the material tested/inspected only. Information contained herein is not to be .reproduced, except in full., without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submit ed, CARLSON TESTING, I Doi:gla�W. Leach President SS/cat cc: Landmark Organization - Terry Jennings City of Tigard Cmu&urtim Inspection&Related Testa Carlson Testing, Inc. P 0.Box 23814 REPORT OF 6 X 12 CONCRETE _TEST SPECIMENS Tigard,Oregon 97281 -- -- Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: —_ ASTM C39 _ FAX#684-0954 01/17 94 93-8910 Date Molded: 19 Job Nc _— Permit No: -- - -- - Client: _ LANDMARK ORGANIZATION •- TERRY JENNINGS Project: PETSMART STORE_ Address: _ T I GARD OR ---- Contractor: LANDMARK CONSTRUCTION -- Sub Contractor: ROSS ISLAND SAND & GRAVEL t4 T-451747 �`� Concrete Supplier: Truck No..__ ______Ticket No.. TASCIi 7 OF 2641 4 Cast By: - �' ' '' Cu.Yds. __I_oed No.2___�_-__—_ _-- 4F' 35 Weather: OVERCAST _Temp.Low:------_...�---�._-� Temp.High:--_-- _. _ - -. Location of Placement: SLAB ON GRADE > > i' Concrete Tern 70 Test Time --- _-_— __._ - _— P -- _ 3000 __ pgi @_, 2>3 da s Slump _f'.— —Cement Type 1__- Strength Requirement: — - - - 3011E3 3/4" Mix No/No.Sacks-_____ Air Content_.—_-_ _-_--Max.Aggregate�---- Hot --Hof 4ATER4 t)7- . POLYHE ED Admix Amount:.---...- Brand __.__Admix.Am unt:_� _ _—Brand.—� Set Test(a) Register Date Date Unit Total Area I I Init Report No, Days Number -Rec'd Test Wt. Load PSI No. - v — 7 3448 01/18 011,2.1 72,476 28.24 2570 27 28 3448 01/18 02/14 .260 4-(L- 37 32 '8 3448 01/18 02/14 103 1Q 28.46 3630 32 HOLD 3448 01/1 8 _ 102,920 28,46 3620 32 Remarks: cc=CITY OF T I GARD -- Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF _ _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: _ ASTM C39 FAX k 684-0954 Date Molded: —_ 01117 . 19 '94 Job No. 93-891C Permit No: Client: LANDMARK ORGANIZATION - TERRY .JENNINGS Project: PETSMART STORE Address: T I GARD OR Contractor: _— LANDMARK CONSTRUCTION _Sub Contractor: Concrete Supplier. ROSS ISLAND SoND & GRAVEL TruckNo._._. 63/77 -Ticket No. T--451739 _ A-451745 H . P . MURPHY 134/186 16/2'2 Cast By: Cu.Yds._ . Load No. Weather: . OVERCAST — Temp.High: 45 __Temp.Low: 35 I ocntion of Placement: FLOOR SLAB ON GRADE 1 .0-3 .0 C A - Test Time 10.00/11 =00 Concrete Temp: 60 _ 65 Strength Requirement: 3000 PSI @__l} days Slump - _ Cement Type 7" ' Mix No./No.Sacks 301113 _ Air Content___ ____.__ _ Mex.Aggregate 3:4 Admix.Amount _Brand _ _Admix.Amount: ---------Brand:-- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I I I 7 3493 01 /19 01124 69,411 28.43 2440 26 <'t3 :1903 01/19 _ 02/14 ?8 ti493 01/1.9 02/1 HOLD .34` 3 01/19 IV 7 3494 01/19 01124 64,092 28.43 2250 2.6 28 34':)i1 01/19 02/1 28 3494 01/lea 02/1 HOLD ^94 01/1` Remarks: _QC=CITY OF TIGARD ___ VISEU CUNTRACToR ANU C:ONCkETE DUALITY CONM_UL C1F SLUMPS Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Reta"'tests Carlson Testing, Inc. 6 X 12 CONCRETE c P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — ASTM 0172 Method of Testing: ASTM C39 FAX(1684-0954 Date Molded: —__ 0111,17 _' 19 94 Job No. 93-8910 Permit No: ClienL LANDMARK ORGANIZATION - TERRY .TENNINGS Project: _ PETSMAI?T STORE Address: T I GARD OR — Contractor: LANDMARK CONSTRUCT ION _Sub Contractor Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. __.`�4__—...., _Ticko:No. T 451717 C STASCH 0r- 2F,4 24 Cast 13y: __ Cu.Yds._—__� Load No. Weather: OVERCAST __ ____T Temp High:_ 45 Temp.Low: 35 A Location of Placement: SLAB ON GRADE Test Time.11 : 33 _Concrete Temp:_._._70 3000 ' 1 Strength Requirement: .___ PSI @ days Slump Cement Cement Tyne 3O1.1B 3/4 ' Mix No./No.Sacks- _—Air Content-------- -..------Max.Aggregate _.-- HU 1 WATER 4 t 17POLYHCED Admix Amount:_ _Brand _..Admix.Am unt:___ _Brand._ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt Load PSI No. V 7 3448 01/18 01/2 77.,476 28.24 2570 27 28 3448 01/18 02/14 28 3448 01/18 02/1 HOLD 3448 01/18 Remarks: cc=CITY OF T I Gt`RD — -------____ _. -___-- -_-_--_-- Information contained herein is not to be reproduced,excepi in tuii,without prior authorization from this office. Construction Inspection ett Related Pests Carlson Testing, Inco REPORT OF G X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — AST M C 17� Method of Testing: _ ASTM C39 _ FAX N 684-0954 Date Molded: O1/17 _ 19__' `1 Job No. 93 8910 Permit No: Client. LANDMARK ORGANIZATION — TERRY JENNINGS Project: PETSMART Sj lE Aodreas: T I GARD OR Contractor: _ LANDMARK CONSTRUCTION Sub Contractor: ROSS ISLAND SAND & G;AVEL_ 15/20 T-451728 Concrete Supplier:� .�.__T.__ Truck No._ ^_—Ticks No. T-451731 Cast by: H . P . MURPHY ---Cu.Yds.___ 45/66 Load No.5/7�— — Weather: OVERCAST ^__ Temp.High:_ 45 Temp.Low:___35 } FLOOR �tB nN GRA0L 1 .0—'{ .0/C—F Location o1 Placement: __ _ _ -------- ------- ---- --- --- Test Time___--__—_..__Concrete temp- 5 Strength Requirement 1000 �_ PSI @�_` `_?__— days Slump ' 1/4 Cement Type 6 Mix No./No.Sacks—_ 3011B Air Content Mix.Aggregate.__3/4 4 OZ . POLYHEED Admix.Amount: Brand _Admix.Am unt: Brand: Set Test @ Register Date Date Unit Total I Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. ` [ _7 3491 01/18 01/24 67,157 28,43 2360 25 28 1 .3491 01/18 02/1 2F3 31191 01/18 02/1,1 11 7 3492 01/18 01/24 66,662 28.43 2340 2.5 28 3492 01/18 02/14 28 +492 01/18 02!]. HOLD :3492 01/18 Remarks: _CC CITY OF TIGARD ADVISED CONTRACTOR AND CONCRETE_ QUALITY CONTROL OF SLUMP'S Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection d Related Pests Carlson Testing, Inc. r— P.O.Box 23814 REPORT OF h X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 _ _ Method of 7 esting: --()'T M C_31) FAX#684-0954 Date Molded: ._ 01/17 __,l~) 94 Job No.-_93-8910 Permit No: --- client: __ LANDMARK ORGANIZATION - TEFZRY JENNINGS Project — PETSMART STORE _ -- Address: T I GARD OR� Contractor: — LANDMARK CONSTROCTION __Sub Contractor. _ Concrete Supplier: ROSS ISLAND BAND & GRAVEL Truck No. 15/20 Ticket No. T-451728 T--451731 Cast By t., . I MURPHY _ Cu Yds. 4F)/6 -- Load No.5/7 Weather: OVERCAST Temp.High:_ 5 Temp.Low: 35 — . –' I ovation of Piacement: FLOOR SLAB ON GRADE:: 1 .0'-3 .O/C--F = Test Time E3 001"1 100 -_--ConcrAte Temp -5 3000 PSI Cd).___`.' days Slu p N 1/4 " Cement Type l Strength Requirement: _ - 3011 R Air Content _—Mix.Aggregate' 3/4 " Mix No/No.Sacks - ; 4 OZ ndmix.Amou . Brand'POL.YHEED Admix.Amount:_. _ —Brand: nt: _ — Set Test @ Register Date Date Unit Total Area Unit i Report No. Days Number Recd Test wt. Load I PSII No. I 7 3491 01/18 01/24 671,157_ 28.43 2360 25 2.8 3491 01/18 02/14 104,920 3690 34 28 3491 01/18 02114 101,860 28.40 3590 34 --. i 7 34''x2 01/18 0.1/24 66,662 28.43 2340 25 ?8 3492 C ; /1B 02/14 t04,820 28.40 3690 34 28 3492 01/1.8 02/1.4 [104,330 28.40 0 34 34'x: 01/lf3 9,014 j 28.40 3490_i 34 !_ Remarks: cc:CITY OF T i GARD --- - ADVISED CONTRACTOR AND CONCRETE QUALITY CONTROL OF SLUMPS Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspecttion &Related Teats Carlson 'Testing, Inc. 6 X 12 CONCRETE TEST SPECIMENS P.O. Box on 97 14 3EPORT OF Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 Y FAX N 684-0954 Date Molded: O 1/17 '19— 94 Job No. 93--5910 Permit No: —_ Client: LANDMARK ORGANIZATION — TERRY JENNINGS Project PETSMART STORE Address: T I GARD OR Contractor: ____ l._ANDMARK CONST RUC T I ON ----Sub Contractor: __- --- Concrete Supplier: _ ROSS ISLAND SAND & GRAVEL. __ TruckNo._ 63/7-7 Ticket No. T--451739 A-451745 H . P . MURPHY _Cu.Yds...-- 134/18�� Lood No.16/2_w Cast By: — Weather: --. OVERCAST _ Temp.High: 45 Temp.Low: 35 Location of Placement: FLOOR SLAB ON GRADE 1 .0—:3 .0/C—A 10:00/11 :00 (--0 h T Test Time Concrete Temp: 61- ___�--- Strength Requirement: 3400 — PSI @—y _-days Slutt" Cement Type i Mix No./No.Sacks_. 30118 Air Content --MakAQgregate 3/4 Admix.Amo-mt:— —Brand _ Admix.Am unt: -----Brand:— Set -_.— Brand:—Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 1 1 I 7 3493 01/19 01/24 69,411 28.43 2440 26 3493 01/19 02/111 96,622 28.40 13400 28.40 B 3493 01/19 02/14 9,788 HOLD :3193 01/19 97,314 28.40 3430 33 IV 7 3494 01 19 01124 64,092 28.43 2250 26 28 3194 01/19 02/14 658 28.40 3230 33 28.40 33 28 3494 — f)1/19 02/1 4 01/19 033 HCLC 349 87,703 309 , Remarks: - QQ CITY OF TIGARD - -- ADVISED CONTRACTOR_A U__ ONCRETE QUALLT TY C(INTROL OF SLUMPS --- Information contained herein is not to be reprodi .ad,except In full,without prior authorization from this office. Construction Ins1►ection&Related"festa Carlson Testing, Inc. HEPOHT OF 6 X 11 CONCRETE TEST SPECIMENS P.O. Box 23814 - - --- - Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ ASTM C 172 Method of Testing: _-_ASTM C39 _ FAX N 684-0954 Date Molded: __ O 1/15 , 19 ,?`1 Job No. 93-8910 Permit No: Client: LANDMARK ORGANIZATION - TERRY JENNINGS Project: PE_1SMART STGRE Address: T I GARD OR Contractor: LANDMARK COINSTRUGT ON Sub Contractor: _ Concrete Supplier: _�CC SS I SL-AND SAND & GRAVEL Truck No.—-761/D Ticket No._ A-142535 _ A-142547 Cast By: -__-- STONER Cu.Yds.__-- Load No. 12120 -- Weather. _ OVERCAST Temp.High:55._--Temp.Low:. 45 LocationofPlacement: INTERIOR SLAB ON GRADE SECTION 0 A-E/3-5 , EXTERIOR SLAB ON _ t,RADI_ AND RAMP C E--F/2 .2-3 .3 Test "ime '-0 c- _ Concrete Tem 7 1 69 Strength Requirement: 3000 P31 @ 28 days Slump 4 3/4" --Cement Type 5" Mix No./No.Sacks 301 1B Air Content_ -__—_ - --_Max.Aggregate Admix.Amount: Brand• IjOT WATER�—_ Admix.am ant: __Brand: Set Test la Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 11 3426 01/17 0112,., 75,818 28.29 2680 23 :O 3426 01117 02/12 - - -- 177x194-- - -28,42- 4480 30 28 3426 01117 02/1 -126,330----- ___ --28,42 4450-- HOLD 3426 01/17 126,310 28.42 30 I V 7 3427 01117 01122 74,434 28.29 2630 23 28 3427 01117 02/12 116,140 - - - -- - 28.42-4080--30--- 28 8.4 X080 --30-- 2.8 3427 01117 02/12 1.17,900 28- 4Z50 30 HOLD 1 3427 1 01117 -117,07.0 4120 _ 30 Remarks: cc:CITY OF T IGARD SUPERINTENDAN7 WAS MADE AWARE OF 'al Inform,,ition contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc.. P.O. Box 23814 REPORTOF_6 X 12 CON'RETE_ _ _TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: __ _A�i_LI1 C172 __ Method of Testing: — ASTM�C_.39 FAX M 684-0954 Date Molded: __ 01/ 15_ _ 19 94 Job Na 93-8910 Permit No: Client l.(iNUMARK GRGANIZATION - TERRY JENNINGS Project: _PETSMART S1 ORE --- --- Address: — T I GARD OR Contractor: . LANDMARK CONSTRUCTION Sub Contractor: C,mcreteSupplier: ROSS ISLAND SAND & GRAVEL_- TruckNo.--77/73 ----Ticket No. A-142525 A-142527 ;,'astBy: S . STONER _ Cu.Yds, 2501- —Load No.6/9 — Weather: _ _OVERCAST Temp.High: 55 _.Temp.Low. 45 Location of Placement: INTERIOR SLAB ON GRADES SECTION AT A-E/3--5 , EXTERIOR SLAB ON (TRADE AND RAMP AT E-F/2 .2-3 .3 Test Time '05 Concrete Temp 71 69 Strength Requirement: �_ 3000 !_. PSI(a _—_';. days Slump Cement Type 1 Mix No/No.Sacks___ r301 18 Air Content __ Max.Aggregate 3/4 Admix Amoun',:--Bran d•H07 WATER Admix.Am4 Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 3424 01117 01/<i 74 I37 8.29 2620 22 28 3424 011171 02/1-'______ _ _J.23,260__ - 28•.42 4340 29 28 3424 01/17 02/1" 123,3'10 28.42 4340 29 HOLD 3424 01117 122,440 28.42 4310 29 11 7 3425 01/ 17 01122 74,928 28.29 2650 22 28 342L 01/17 02112 - -- 149,600---- 8.42 29 8 _ 3425 01/17 02/1 120,510 4 4240 29 HOLD 3425 011171 1.19,790 28.42 4210 29 Remarks: _cc CITY nt= TIGARD — 'UPERINTE—NDA 11 Information contained herein is not to be reproduced,except in full,without prior authorize'ion from'Jas office. Construction hupection&Related tests Carlson Testing, Inc. P.O. Box 23814 R_EPORT OF 6 X 12 CONCRETE _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 _— Method of Testing: ASTM C39 _ — FAX H 684-0954 Date Molded: - 01/15 ,19___ `�4_ Job No.`3-8910 Permit No: Client: LANDMARK ORGANIZATION - TERRY JENNINGS Project: -- PETSMART SI ORE Address: TIGARD OR -- - _---_-_-- --�-- _ Contractor: _ LANDMARK CONSTRUCTION ---Sub Cor,+ractor: ._. Concrete Supplier: ROSS ISLAND SAND &_GRAVEL Truck No. Ticket No. A-142550 -- Cast By: S . STONER �--Cu.Yds ----.-_--_—__—.Load No. '._j--- Weather: _ _ OVERCAST Temp.High__`_'__'_-___-Temp.Low: Location of Placement: INTERIOR SLAB ON GRADE SECTION 0 A-E/3-5,EXTERIOR' SLAB ON C.iRADE AND RAMP @ E-F/2 .?_-3 .3 _ Test Time-11 : 4 5 _- _ Concrete Temp:._ Strength Requirement: _ .3000 -___ PSI @—28 days Slump '__1—/4 _Cement Type l —_ Mix No/No.Sacks-_-- 30118 Content Max.Aggregate 3/4 Admix.Amount:----.----Brand,— ----.---Admix.Am unt: ----Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. V 7 3428 01117 01 72 1 67,612 28.29 2390 24 28 3428 01/l/ 02i 1 -..--U 1,350__ _44_ -31-- 2 f3 3428_ 01117 02/1 __ -3970--U--- HOLD 3423 01117 _ __112.ORO 2R-44 3940 31 Remarks: -CC:CLIY-_QF TIGARD- --- ------- - -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection d Related'testa Carson Testing, Inc. P.O.Box 23814 REPOR_ T OF_6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 972bl Phone(503)684-3460 Method of Sampling: _ A$TM C172 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: 01/15 __, 19 94 Job No. 93-28910 Permit No: Client: _.__ LANDMARK ORGANIZATION - TERRY TENNINGS Project: -- PETSNART STORE Address: T I GARD OR Contractor: ._ LANDMARK CONSTRUCTION Sub Contractor: Concrete Supplier: ROSS ISLAND SAND R GRAVEL Truck No. / Ticket No. A-142550 Cast By: S . STONER Cu.Yds Load No.23 Weather: __ OVERCAST Temp.High: 55 Tewp.Low: 45 locationMPlacement: INTERIOR SLAB ON GRADE SECTION 10- A-E/3-5 , F.-_XTCRIOR SLAB ON GRADE AND RAMP @ E-F/2 .2-3 .3 Test Time _1 1 4 5 Concrete Tem sem. Strength Requirement• __ 3000 PSI @__`,}1 days Slump 5 1/4 Cement Type Mix No./No.Sacks_.__ 30118 --Air Content__—___.__ _MAx.Aggregate 3/4° Admix.Amounc Brand' _ _Admix.Am unt:-_– nd: — SetI Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. V 7 3.11,28 01/17 01122 67,612 28.29 2390 24 28 3428 01/17 02/1 2.8 3428 01117 02/12 HOLD 3428 01/17 Remarks: —cc:CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Ccmamwtior Ins1waton &Refuted Tests Carlson Testing, Inc. 14 REPOOT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box on 97 — Tigard,Oregon 97281 Phone(503)684-3460 ASTM X172 ASTM C39 FAXH684-0954 Method��!Sampling: _ _—�.._ Method o1 Testing: _ ____ Date Molded: .__ O1/1E _119-94 19—94 Job No. 2_;-8910 Permit No: Client: LANDMARK ORGANIZATION - TERRY JENNINGS Project: PETSMART STORE Address: T I GARD OR Contractor: LANDMARK CONSTRUCTION .Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL____ Truck NoA-142535 _ A-•142_Ei47 Cast By: S . STONER _—Cu Yds Load No.12/20 Weather. OVERCAST Temp.High: 55 Temp.Low: 45 Location of Placement: INTERIOR 51-AB ON GRADE SECTION Al A-E/3-5 , EXTERIOR SLAB ON GRADE AND RAMP C E-F/2 .2-3 .3 Test Time fi_ pF'` _Concrete Temp: 71 69_ Strength Requirement: 3000 PSI(n .` t _ - days Slun.p 4 3/4° Cement Type 5" Mix No./No.Sacks.- 3011B _Air Content — _______ ___ _ -___ Max.Aggregate_ 3/4 Admix.Amount: Brand HOT WA T k R _Admix.Amount: Brand. Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. II1 7 3426 01,117 01/22 75,818 28.29 2680 23 28 1 3426 01/17 02/1 28 342.6 01/17 02/1" HOLD 3426 01/17 IV 7 3427 0' 17 01/2' 74,434 28.29 2630 23 2.8 3427 01/17 02,112 s.3 :3427 01/17 02/1 HOLD 3427 01/17 -- -- I Remarks: cc SUF'ERINIENDALI WAS MADE Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Cmutructirm➢nspecticm&Related Pests Carlson Testing, Inc. P.0 Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 --- Method of Testing: ASTM C39 FAX k 684-0954 Date Molded: _. 01/15 19 94 Job No. �3-8`310 _ Permit No:._._ _..-- _ -_ _ Client: LANDMARK ORGANIZATION - TERRY JENNINGS Project: __ PETSMART STORE Address: _ T IGARD OR Contractor: LANDMARK CONSTRUCTION .-.-_Sub Contractor:— _ Concrete Supplier: ROSS ISLAND SAND & GRAVEL. _ TruckN,.__ 77/73 Ticket No. A-142525 A--142527 Cast By: __— S • STONER _Cu.Yds- 250+ Load No.6/`3 Weather: __,— OVERCAST Temp.High: 55 Temp.Low:_ 4 S I o cation of Placement INTERIOR SLAB ON GRADE SECTION A1" A-•E/3-5 , EXTERIOR SLAB ON I;RADE AND RAMP AT E-F/2 .2-3 .3 Test Time 8:05 __.__Concrete Temp:____71_ 69 Strength Requirement: 3000 PSI(4)__Z8_days Slump 5 .._—Cement Type.1_ 5„ Mix No./No.Sacks__ 301 1B _,Air Content_ - _ _Max.Aggregate 3/4 Admix.Amount:_- --Brand-1101 WATER -_ Admix.Amount:_.__ Brand: Set Test @ Register Date I Date Unit Total Area Unit Report No. I Days Number` Recd Test Wt. _Load PSI No. 1. 3424 01117 O 1/2, _ 74,137 28.29 2620- 2.2 _ 2R 3424 01/17 02/1 - —_-- �_-- 28 3424 01/:17 02/1' HOLD 3424 01/17 II I 3425 01/17 01/22 -14,928 8.29 2650 22 28 3425 0 1/171 02/1' 28 3425 01/17 02/122 HOLD 1 3425 01117. Remarks: cc:CTTY OF TIGARD__ --_IiUFERIN-LENDANT- WAS MADE AWARE OF SLUMPS Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection & Related Tests Carlson 'Vesting, Inc, P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 January 7, 1994 FAX 0684-0954 93- 3910 FIELD INSPECTION REPORT DATES COVERED: January 7, 1994 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: E. Busch 01-07-94: CTI representative arrived on site to check sub-grade for slab on grade: inside building from C line, sough depth of floor is 4" of concrete: from C line, north of depth of floor is 5" of concrete. Checked elevations throughout interior of building and grades meet plans and specifications. A lazer rod was used tc check grades . It is acceptable to place concrete. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contac'-: this office. Respectfully submitted, Ct RLSON TESTING, rC. Douglas �. Leach President EB/cat cc: Landhnark Organization - Terry Jennings City of Tigard Infin,71'.on NOTICE Ci►y Of Tigard Building Departsmat "125 BO Ball Blvd. Tigard, Oregon 97223 Inspection ne (Rec hLonn s 639-•4175 Busineas o 39-4171 Inspect ion s , � k� Footing P1 . Dnderslab Mach. Rough-in APP r/Bdwkk Found. Plbg. Top put Gas Line FIMALI Post/Beam Struct. Ban. Sewer Framing -Aid g. Post/Beam Hoch. Aa"n Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Mach. Date Requested, 7— Time: — Address 2. JI•%V � %/�1Q 7 Permit t s,�s? Builders TRE FOLLOWING CORRILTIOIIS ARE REQUIRED, Inspector2 APPROVED DISAPPROVED y -- APPROVItD SDBJ+ICT TO ABOVE ra 11 For Relnep. Constntaio-t lnsivaion&Related fests Carlson Testing, Inc. P.O.Box 23814 REPORT OF b X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 - - Phone(503)684-3460 Method of Sampling: ASTM 0172 Method of Testing: _ ASTM C39 _ FAX k 684-0954 Date Molded: 12/30 '19 93 Job No.--p-8910 Permit No: --- Client: — L.ANDMARK ORGANIZATION - TERRY JENNINGS Project: FET SMART STORE __ --- ---- --- Address: T I CARD OR ---------- --- Contractor: LANDMARK _ _ Sub Contractor: BUSS ISLAND SAND & GRAVEL -04 Concrete Supplier: Trunk No.�. --—Ticket No. S Cast By: . LEACH _Cu.Yds. �' -------Load No. ---- Weather: _ RAIN _ _—— Temp.High:__-'� Temp.Low:— 32 Location ot Placement: LOADING DOCK ENTRYWAY SLABS Test Time 12: 30 -^__ Concrete Temp._ ---- Strength nequirement: 3000 PSI C& }i- --days Slump_-- �. Cement Type ?011B Mix No./No.Sacks_______ --------Air Content Max.Aggregate Admix Amount: Brand__—_ Admix.Amount:_ __ Brand Set Test @ Register Date Date Unit Totes Area Unit Report No. Days -- Number Recd I Test Wt. Load _ PSI No. 7 321:3 12/31 01/0 98,303 28 •27 3480 20 28 3213 12/31 01/2 28 .27 —_ 28 3213 12/31 01/2 28 .'2.7 HOLD 3213 12/31 28 .2/ Remqrks: cc:CITY OF 'TIGARD__ - ---- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. cmu&uctitm Inspection&w1awd'I•ests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE __ TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — ASTM C172 _ Method of Testing: _ _ ASTM C39 _ FAX#684-0954 Date k".olded: — 12/30 '19 93 Job No. CP-8910 Permit No: Client: LANDMARK ORGANIZATION – TERRY JENNINGS Project PETSMART STORE Address: TIGARD OR Contractor: _ LANDMARK _ Sub Contractor: — ---- Concrete Supplier: ROSS ISLAND SAND & GRAVEL_- Truck No._ 204 -Ticket No. _.__T_451?"31 Cast By: —_ S . LEACH _ Cu.Yds.— S Load No. 1 --__.---- Weather: —_ RAIN _ -- — _W Temp.High: 49--Temp.Low: 32—___ locationofPlacement: LOADTNG DOCK ENTRYWAY SLABS _ Test Time 12• 30 Voncrete Tem Strength Requirement: 3000 �_ ___ PSI(a `8 _days Slump 4 —Cement Type--- Mix No./No.Socks__ 3011B __Alr(,'ontent __Max.Aggregate 3/4 Admix.Amount: _ Brand Admix.Am unt:----------Brand:_ --- Set Teat @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. --Load I PSI No. 7 3213 12/31 01/0 8.303 28 .27 _3480 20 _-- 28 3213 12/31 _01/2 145,030 28.39 5110 28 28 3213 12/31 01/2 141,670 28.39 5110 28 HOLD 28 3213 12/31 01/27, 145,300 28.39 5120 26 — Remarks: __cc-CITY OF T I CAARD ---- ---- ---- ------ Information contained herein is not to be reproduce;i.oxcept in full,without prior authorization from this office. 1 n knMq7jQL j}aTjCS City of Tigard Building Department 13124 SW Ball Blvd. Tigard, Oregnn 97223 Inspection Line (Roc-O-Phone)t 639-4175 Business Phones 639-411, �d Inspections_ rooting Plbg. Underslab Hoch. Rough-in Appr/Sdwlk round. Plbg. Top Out ams Line FINALt Poet/'Mean Struct. San. Sever Training -Bldg. Poet/Beam Nerh. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lino] Gyp. Bd. -Koch. Date Date Requestedt ( L^ �� Time: �c AM PN Addresa s )`� C� L�Li u`��A/�, Y I Permit If t t t-Kqq3 O1 Builder= THE FOLLOWING CORRECTIONS ARE REQUIRED: Zf L Inspector _�—, __ Datet ! / APPROVED DISRPPROVRD APPROVED SUBJECT TO ABOVE `Call For Reinsp. I IIISUCTIO Q j City of Tigard Building Departw st \� L712S M Hall. Blvd. Tigard, Ocwgrm 97223 \ - Inepection Line (Rwc-((O-Phonw)At 639-417', Busineus Phone: S39-4171 Inspection: looting Plbg. Dnderelab Mach. Rough-in Appr/Sdwlk round. Plbg. Top Out Can Line ►INALt Post/Beam Struct. Ban. Newer Framing -Bldg. Post/Bohm Mach. Rain Drain Insulation -Plumb. Plhg. Ondertl—r Water Lim Orp. ad. -Koch. Data Requweted t L �-�- Timor AM PM Addreest ��� 1�t rm`O� Permit 1t , OA3- D 3a Builder: TRB rOLLOWIHO CORRZCTIONS ARE ROMIUDt Ineps„tort� / .�" _.� —.•` Dater /o' - L � •. APPROVED DISAPPROVED APPROVED SdB.IECT TO ABOVE r� Cell For Reittep- Con-oruction lmspection & Related Tests Carlson Testing, Inc. P.U. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 December 27, 1993 #CP-8910 FIELD INSPP'r'I'ION REPORT DATES COVERED: December 13, 1993 1 PROJECT: Petsmart Store 76-00 QG1 /' T pi 61 t( ADDRESS: Tigard, OR INSPECTOR: S. Leach 12-13-93: CTI representative inspected masonry walls on A/1-28, A/3 .2-5, 5/C-A and 1/E-A. Found rebar to be placed according to plans and specifications. Witnessed the placement- of 21 yards of grout in t-:tme sections . Contractor used a vibrator during the pour. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except- in full, without, prior authorization from this office. If_ there are any further questions regarding this matter please do not hesitate to contact this office. Re'spectful?y submitted, CARLSON TESTING, INC. , Douglas W� Leach President SL/cat c~: Landmark Organization - Terry Jennings City of Tigard ('nn.cfrurfiun Inspection R Related Tests Carlson Testing, Inc. F.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 December 20, 1993 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: December 16, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, �;R INSPECTOR: W. White #599 12-16-93: CTI representative performed visual rebar inspection of the rebar placement on west cmu wall from 16 ' to 241 ; south cmu wall from 12 ' to 161 ; and east cmu wall from 24 ' to 281 . All rebar was adequately placed as per structural drawings and specifications . Sub-contractor had constructed clean-out on all cells with rebar in them at 8 ' pour areas . Contractor_ was using a mechanical consolidation device on all grout placed on this day. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSONI TESTING, NC. DouglL W. Leach President WW/cat cc: Landmark Organization - Terry Jennings City of Tigard Constnrction Inspection & Related Tests Carlson Testing, Inc. 8X8X 16 PRISMS TEST SPECIMENS P.O.Box REPORTOr _ Tigard,Oregoonn 97281 Phone(503)684-3460 Method of Sampling: l_IBC 24-26 _ _ Method of Testing: �_UBC 2.4-26_ FAX N 684-0954 P 9� — Date Molded: ._- 12/16 —. 19 93 Job No._— CP-8910 Permit No: __— Client: _ LANDMARK ORGANIZATION - TERRY JENNINGS Project: PETSMART STORE----.--- Address: TORE _-__Address: T I GARD OR LANDMARK 'SU MASONRl Contractor: _-- -- Sub Contractor: __— ---- Concrete Supplier: _ WILSONVILLF_ CONCRETE _ :SO �� Y•-10848 Truck No._ Ticket .�.— Cast By: P . WHITE ----__--Cu.Yds._ _7.� .—..__.--Load No...... Weather. OVERCAST _ Temp.High:- 48 __Temp.Low:_ 30 -- Location otPlacement: CMU WALLS 0 WEST 16 ' TO 24 ' , SOUTH CMU WALL. 12 ' TO 16 ' AND ON EAST CMU WALL FROM 24 ' TO 20 '_ 2: 3558 Test Time Concrete Temp: Strength Requirement: —�� PSI(a) l '.___days Slump—t�.' Cement Type I Mix No./No.Sacks 6 SACK ---Air Content -_—Max.Aggregate.3/8 _-- 1' GALLONS Brandi WATER Admix Amount: .Brand• --� Admix.Ami v.nt: __ _ Brand:— Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test VW. Load PSI No. :Ot.ID 7 2987 12/17 12/2 140,640 58.14 2420 18 l0L7D 28 2987 12/17 01/L 171,490 58.14 2950 21 U1.11) 28 2987 12117 01 i 1 175,240 58.14 3010 21 tni.I�C7W 7 2988 12117 1212' 82,839 39.70 209' 18 IOLIdJW 28 2988 12117 01/1 106,740 39.70 2690 21 ID11'OW 28 2988 12117 O1/1' 110,1.00 39.70 2770 21 Remarks: cc:CITY OF T I GARD _ CSU MASONRY (15.) GALLONS OF WATER WAS AUDED._PRIOR TO_BAMPLING @ L,A) ASONRY 'S RE 1__T Information contained herein Is not to be reFroduced,except in full,without prior authorization from this office. Construction Inspection d Related Tests Carlson 'Vesting, Inc. 14 REPORT OF 8X8X16 PRISM`, TEST SPECIMENS P.O. Box on 97 ___ Tigard, Oregon 97281 Phone(503)684-346(! Method of Sampling: 118C 24 `t--- - - -_ Method of Testing: 1)8t 24--26 FAX q 684-0954 Date Molded: . 1`/16_ 19 Job No. Ch t3`�lU Permit No: ------ Client LANDMARK ORGANIZATION - TERRY JENNINGS !_ Project:_ PETSMART STORE Address: T I GARD OR Contractor LANDMARK __._ Sub Contractor GSU MASONRY .)ncreteSupplier: WILSONVILLE CONCRE_ 1-E 30 r-1084£3 Truck No. --..______ _Ticket No. Cast By: _ R . WHITE _Cu.Yds....__.7/7 __Load r'o Weather: ._,__— OVERCAST Temp.High.__4-3 -____Temp,Low.___3° Location oiPlacement: CMU WALLS 0 WEST 16 ' TO 24 ' , SOUTH CMU WALL 12 ' TO 16 ' AND ON EAST CMU WALL FROM 24 ' TO 28 ' r — — — — _ ----�— Test lime_`_ 35 -_ .. Concrete Temp:____ :'U Strength Requirement: ____ 2000 PSI @_28 days Slump_l U Cement Type ._ 1500 Mix No./No.Sacks t_._._SACK _—_-_AirContent____.____-_____-__ Max.Aggregate3/8 _.v - 15 Admix,Amount:.__.____ _GALLONS� —Brand COLD WATER�_._..__. Admin.AmounY _.__— —Brand:_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. SOLID 7 2987 12/17 12/2 140,640 58.14 2420 18 90LID 28 2987 12/17 01/1 SGLID 28 2987 12117 01/1 HOLIi(W 7 2988 12/17 12/2 82,839 39.70 2090 18 _ HOLLOW 28 2988 12/17 01/1 Fil0L1AW 28 2988 12/17 01/11 Remarks: CC:CITY OF T I GARD — CSU MASONRY 15 ) GALLONS OF WATER WA5 AOOED PRIOR TO SAMPLING 0 CSU _MBSQLll3Y'S_BEO_UE�T_—_. Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ('nnsiturrinn Inspection & Related Tests CaAson 'Testing, Inc. P.O. Sox 23814 Tigard, Oregon 97281 Phone(503)684-3466 December 10, 1993 #CP-89.10 FAX k 684-0954 FIELD INSPF('TION REPORT DATES COVERED: December 3, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: B. Sumi.nski #399 12-03-93: CTI representative checked rebar for cmu walls line from C to E• line E from 1 to 5 & 1 to 2; and E to F, all were checked to . ' . The rebar was placed according to plans provided. A six sack grout mix was placed and observed. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CAJRLSON_TESTING E.. Douglas . Leach Presiden BS/lm.l cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 December 7, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: December 6, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, Oil INSPECTOR: M. Larson 12-06-93: CTI representative checked rebar in cmu walls on ?_ line/A-C to 816" , C to E to 1914" , A/1-5 to 8 ' and 5/A-C to 01 . All rebar appeared to conform to plans and specifications. One set of three grouted prisms and one set of three ungrouted prisms cast for this pour. Seven yards of Wilsonville 6 sack, %" grout mix was poured. No mechanical vibration was used. Our reports pertain to thi material tested/insracted only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office, if there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Douglas W. Leach President ML/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Ins/action M Related Tests Carlson Testing, Inc. R'K8YJ h PRTSM� P.O. Bot 3814 REPORT OF_ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-346( Method of Sampling: ____I-IR(' '?4—'76 Method of Testing: URC ?4—''F FAX a 604-0954 1.2/06 ? rp-rao'l(1 Date Molded: ._—, 19 _ Job No.—_ :�— Permit No: — Client: LANDMARK ORGANTZATION - TERRY .JENNTNGS Project PF TSMART STORE Address: _ TIGARD OR LANDMARK �'RII MASONP�Y Contractor LANDMARK Contractor: . _______ _ _ Concrete Supplier: I,,ITL_SONVTLI.F CON('PFTF _ Truck No. Ticket No Y-10410 Cast By. M. L.ARSON — _Cu.Yds._ 7 � —Load No. Weather: RAIN _ Temp.High: ( Temp.Low: 43 _. Location of Placement 1 L T N F A TO C TO AW' , r" TO F TO 1 q '4" , A ITNE 1 TO 5 TO 8 ' , 5 LINT A TO C . Test Time_.' — Concrete Temp: 52 — 2000 2.9 Fl_OWABI._E T Strength Requirement: — 1500 . PSI(q) —_days Slump Cement Type ,, Mix No./No.Sacks--___6 SACK. Air Content_._ ____�_._T—_�Max.Aggregate._ 3/8 Admix Amount: —Brand—_ Admix.Ami unt _ Brand: Set Tr st n Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load _ PSI No. RniT1'ED 7 2842 12/07 12/1 121,710 58.14 2090 15 ROtnED 28 2.842 12/07 0 1/Oil 152,480 58.14 2620 19 F40UMD 28 2.842 12/07 0 1/01 151,960 58.14 2610 19 NGR0UTED 7 2843 12/07 12/1 82,680 39.70 2080 15 NGROUTED 28 2843 12/07 01/0.. 82,305 39.70 M _Ja_._._ [�;ROU'I£D 28 2843 12107 01/0'11 83,174 39.70 1 -'100 19 _ Remarks: cc:C T TY OF_T TGARD CSU MASONRY Information contained herein is not to be reproduced,except in full,without prier authorization from this office. Co+istruction Instxctiou& Related Tests Carlson Testing, Inc. CP-.8910 P.O.Box 23814 JOB NO. ___ Dec 06 . 199j Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX a 684-0954 LANDMARK ORGANI7_ATION ._ TERRY JENNING', Client -- -- — PFTSMART STORE Project .-TIGARD nQ -- -- -- -- - --- --- Soil Description RpC.,K FRO - -4 I--_ Max Dry Density 12 6 lbs./cu.ft. Optimum Moisture—14 4 — % Method of Test 4A_MIL 1-9! —--__ _Serial tt 1 4u7l it -4'A — DA rE OF TESTELEV. LIFT MOISTURE IN-PLACEL CU.DENSITY T Iry % TEST N0. TEST LOCATION FT. N0. % PYEOLY COMPACTION PS 18 ' NORTH OF NORTH WALL 2- 5 ' COSNER OF E3LQG . 0 ' 5 .9 1:33 0 125 .6 100+ PS 10 ' NORTH OF NORTH WALL , 12-0 2 E - CURNER OF BL-Dtj . 0 ' .4 .4 130 .2 124 .7 100•+ PS 12 ' EAST OF LOADING DOCK , 1 -063 40 ' NORTH OF NOR T'H WALL 0 ' 6 .0 1313 .2 12', 7 100+ �. 11- PS36 NORTHEA51 OF CONCRETE LOADING DOC 0 ' 6 .6 132 . 123 .9 100+ Remarks: CITY OF T I nAR6, Tested by —13—$ f3P'.T"'.AR M+h►� --- CARLSON TESTING INC. Information mtained herein is not to be reproduced, except in full, without prior authorization from this office. Construction h'>_sivctton M Related Tests Carlson Testing, Inc. RX8X l h PR T-M' TEST SPECIMENS F.O. Box 23814 REPORT OF Tigard,Oregon 07281 Phone(503)684-346 Method of Sampling: I IRf:4-76 Method of Testing: t fRr '4 -_ ___ FAX#684-0954 Date Molded: 1?/0� 19-- Job No. CP_Qol t1 Permit No. Client: LANDMARK ORGANT7.ATION — TERRY JENNINGS Project: PETSMART STORE Address: TIGARD OR LANDMARK r`.l i MASONPY Contractor. —_ Sub Contractor _— _ -- Ti Concrete Supplier: 14TL.SONVIL_1_F rONC'PFTF ' Y-10410 -- Truck No.—_—_.-_- __ __—_ Ticket No. M . I. ARSON 7 Cast By: --- — — — Cu.Yds.-- --.---.___---.. Load No. RAIN 3 Weather: —_ Temp.High:__50--_-_Temp.Low: 1. I TNF 4a TO (7 TO 9 ,6-: , r TO P Tri 1Q '4 " , 1 TNF 1 TO S TO 8 ' , Lo(lion of Placement: ---- -----------�- 5 LINE A TO r . Test Time -_ _._-- Concrete Temp: 200028 Fl_nWA13L.F _____-_tea_ — I Strength Requirement: PSI C`-----days Slump_ _Cement Type Mix No./No.Sacks 5 SACK Alr Content ----.---Max.Aggregate Admix.Amount:__ — ----Brand• _ Admix.Am unt: ____ Brand: — Set Test @ Register to Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. ROUTED 7 2842 /07 12111 121,710 58.14 2090 �5 ROUTED 28 X842 1 12/07 01/01 ROUTED 28 2842 12/07 01/013 NGROUTED 7 2343 12/07 12/1 82,680 39.70 2080 15 NGROUI'ED 28 2843 12/07 O1/0 w,ROLTI'ED 28 2843 1.2/07 01/0. Remarks: cc:CITY OF T IGARD CSU MASONRY Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection Ef Reiab.d Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 November 17 , 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 16, 1993 PROJECT: Pets,nart Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf. #486 11-16-93: CTI representative checked reinforcing for dock exterior slab on grade and screen walls on F/2 .2-3 . 3 and E . 3/2 . 2-3. Contractor to complete entryway to slab on grade where mixer entered to plact. concrete. Footing rebar not yet in place at north entry area; othorwi.se, .reinforcing generally complies with job drawings . Cast one set of four test cylinders . Notified contractors that mix has 1 .8% air and slump was 50/411 . Concrete was ordered at 4" - no water was added. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON �ESTING, INC. Douglas W. Leach President JW/cat cc: Landmark Organization - Terry Jennings City of Tigard I116PECTION NOTICE n City of Tigard Huildiog Department 13125 Bw Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-1171 Inspections_— Footing Ping. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line IINALs Poet/Beam Btruct. Ban. Sewer Praeing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Data Reguesteds /I lD C1 7) Times _ AM oa /�lLPH Address ! _-tiY' 1AV-(")LIME f n if 1— Permit 0t��cl(' guilder: THE FOLLOWING CORRECTIONB ARE RNQUIRRDt Inspector: --- Dates APPROVED DISAPPROVIM APPROVRD SUBJECT TO ABOVR —Call Par Reinsp. Construction Inspectien&Related Tests Carlson Testing, Inc. P.O. Box 23814 ! Tigard,Oregon 97281 Phone(503)684-3460 November 16, 1993 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 15, 1993 I� PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 l 11-15-93: CTI representative checked rebar for third lift 8" cmu wall construction at north and east sides at dock entrance. Corrections made at pier #5 on 2 .2/E-F. Also placed westside slope ramp walls. Cast two sets of three prisms (one set hollow/one set solid) . Detail 5/SD1 shows 2 '-0 minimum lap from wall into slab. Notified contractor of this . Bars added per plan. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. Douglasl Leach President JW/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction bapection &Related I gists Carlson Testing, Inc. P.O. Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 972111 Phone(503)684-34i. Method of Sampling: ASTM C,1 72Method of Testing: _ A`J,11 C:39 FAX q 684-0954 Dete Molded: . _. 11/16 19 Job No.-.. CP-8910 Permit No: Client: LANDHoRK ORGANIZATION - TERRY JENNINGS _ Project: PETSMART STORE _-- Address: T I GARD OR ---_-_--- -- _ _-- ___-- - --- ---- Contractor: ____ LANDMARK _ Sub Contractor Con creto Supplier: __F0 S c, ISLAND SAND & GRAVEL_ Truck No. _____2O%__... Ticket No. -.-.--1-452453 Cast By: — - - J . WOOLF ---- - Cu.vas. 30+ --,.c�t No Weather: OVERCAST-W/RA IN — Temp.High: -- -Temp.Low:__29-- Location of Placement: DOCK EXTERIOR SLAB ON GRADE Test Time.2'4�' _ Concrete Temp:....__.60 �� Strength Requirement days Slump-5 3/4 — Cement Type---_--_ 30118 1 .t3� Mi:c No./Nn.Sacks________ �_. —Air Content_—. —__� __._. Max.Aggregate--__3/4__— -- Admix.Amount:-- Brand; Admix.Am ant _____._ ___.._Brand:------- Set rand:__ _— Set Test @ Register Date Date Unit Total Area Unit Report No. Days Numbe Recd Test Wt. Load---.---__ PSI No. _ _ 7 2622 11117 11-/22 69,648 _ _8 .27 2460 12 _ 2_8 2622 11/17 12111 116,51028.35 4110_ 17 28 2622 11/17 12/14 117,970 28.35 4160 .17 _ HOLD 28 2622 19 /17 12./14 117,740_ 28.25 415017 _ Remarks: _ cc:CITY OF T IGARD __'�_ ;;OT 1 F.1_ED__CONTRAC.1 4R_-Sl-_ATR AND_S1 IJMP—_ -_--- ---- ---- Information contained herein is not to be reproduced,except is full,without prior author;zation from this office. Construction Inspection &Related Cests Carlson Testing, Inc. P.O. Box 23814 PFPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: .—_AS T_M C 172 Method of Testing: .._ .—ASTM C39 _ - FAX If 694-0954 Date Molded: ---1 1/16_ , 19 Job No..._ CP-8910 Permit No. Client: --_ LANDMARK ORGANIZATION - TERRY JENNINGS Protect: PETSMART STORE _ — ---- — - Address: _ TIGARD OR _ — --- - -- Contractor: LANDMARK Sub Contractor: —___-- Concrete Supplier: ROSS ISLAND SAND 8 GRAVEL Truck No.— 207 -----Ticket No._ T-452453-- - Cast By: J • WOOLF Cu.Yds. 30+ _Load No.1 _---- Weather: _—.____ OVERCAST W/RAIN —_ -____-- Temp.High:_59-__---_Temp.Low: Location of Placement: DOCK EXTERIOR SLAB ON GRADE -- Test Time.2.4------ --Concrete Temp:60-------..---- Strength Requirement: 3000 PSI @ 28 days Slump 5 3/4 _*Cement Type N Mix No./No.Sal.ks 30118 Air Content--1-8% --Max.Aggregate__ 3/4 — Admix.Amount' Brand —Admix.Am unt: Brand: 1 Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd '.'est Wt. Load -- — PSI_ No. 7 2622 11/17 11/2 69,648_ 28 .27 2460 12 28 2.622 11/17 12/1 — 28 .27 28 2622 28 .27 HOLD 2h22 11/17 Remarks: cc:CITY C. T IGARD IF DCOMTRACTUR QF AIR-_9>�R�-- LUML-___- _— -- —_--.---- 'nformation contained herein i5 not to be reproduced,except in full,without prior authorization from this office. Construction Inspection & Retatett Rests Carlson Testing, Inc. REPORT OF PRISM`-' TEST SPECIMENS P.O. Box 23814 __-- Tigard,Oregon 97;')` Phone(503)684 Method of Sampling: (JBC 24-26, __i Method of Testing: __ I IRr 24-?6 FAX N 684-09.`)• Date Molded: 11 /15 ___, 19 Job No. CP-8111 n Permit No: Client, _ LANDMARK ORGANIZATION - TERRY 7F_.NNINGS Project: PETSMART STORE __.� _- --------- - - Address: TIGARD OR Contractor. __ LANDMARK Sub Contractor, _._ (-S(1 MASONRY WILSON\1Tl_l-E --, B- 03f347 Concrete Supplier. -_�-_^ CONCRETE Truck No._ _ ----___ - _____-_ Picket No. Cast By. 1 ._WOOLF Cu.Yds.. ----Load No.1. Weather: - RAIN _ Temp.High:-''4--___.__Temp.Low:-._.__2- - '1RD LIFT EAST AND NORTH WALLS AT DOr'K (7NTRANr.-r AND SI. nPFP Location of Placement: I4ALKWAY WAI_.LS AT WEST SIDE OF BULLDTNG 60 --.-__-_-- - _ Test Time _ 15 --Concrete Temp: ___--- Strength -- Stren th Requirement .__�_�1500 PSI C>>-_ _ -- days Slum FI-I)I D __Cement Type T g Y P-------- YP Mix No./No.Sacks_-___t; SACK -----Air Content M Aggregate =4/8" _--- Admix.AmounC _ Brand _Admix.Amount: Brand:__ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test wt. Load PSI No. )LLOW 7 2609 11/17 11/22 80,663 39.70 2030 11 )LLOW 28 2609 11/171 12/1 84,875 39.70 2140 16 )LLOW 28 2609 11/17 12/1 85,231 39.70 2150 16 )LID 7 2610 11117 11/2 112,850 58.14 1940 11 )LID 28 2610 11/17 12/1_ 125,980 58.14 2170 .16 )LID 28 2610 11/17 12/1 _ 125,170 58.14 _ Z150 (( - .16-- Remarks: 16Remarks: cc'CITY OF TI!,?ARD CSU MASONRY Information contained herein is riot to be reproduced,except in full,without prior authorization 'roin this office. I Construction Inspection&Related Jests Carlson Testing, Inc. REPORT OF PRISM`' TEST SPECIMENSP.O. Box 23814 - ---- - - -- -- - --- --- Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling - U191C 24-26 Method of Testing: I)RC 2,d-26 FAX q 684-0954 1 l /1< r'P-PC)1 n Date Mo:led: --_ _ 19�— Job No.__�., Perrr it No: -- _--_- _-- Client: — LANDMARK_ ORGANIZATTON - TERRY 7ENNINri17, Project — PETSMAt;T STORE Address: _ T 7 GARD OR I-ANDMARK C5l_I MA1ON^Y Contractor: _.—_____� --� — ---Sub Contractor. ___._____--_-_— __� --- -- Concrete Supplier: __14 T L tiONV 1__L.E CONCRE TE Truck No.__--_::S B-038q7 -- —__Ticket No. test By: _ ? . WOOLF _ Cu.Yds._.-_ Load No.1 Weather: ---- RAIN _"—_ Temp.High:--64 _--Temp Low._- 29 kRC I- IFT EAST AND NORTH WAL-LS AT DOrK ENTRANCE AND SI. OPFD Location of Placement: _— -- ---- -- -- -- WALKWAY WAILS AT WEST SIDE OF BUILDING Test Time_3' 1 5----------Concrete Temp: Strength Requirement: _�____i 500 __ _ PSI n 2 _ days�!ump F l_U I D Cement Type T - e Mix No./No.Sacks__ b SACK— AlrContent ___-.-____..._-______—Max.Aggregate Admix.Amount:_-__ __-_. —Brand — -Admix Am(unt: _Brand. M— Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load FSI No. )LLCJW 7 2609 11/17 11/2 80,663 39.70 2030 11 )LLC6V 28 2609 11/171 1?/1� )LLC)V 28 2609 11/17 12/1.. )LID 7 2610 11/17 11122 112,850 58.1.4 1940 11 )LID 28 2.610 11/17 12/1 _ )LID 2P 2610 11/17 12/1 Remarks: !2C'CITY OF T IGARD_--- CSU MASONRY Information container;herein is not to be reproduced,except in full,without prior authorization from this office. City of Tigard Building Denarl t 1.7I2S aw Hail nlvd. Tigard. Oregon 97223 inspection Line (Rec-O-P4one)t 639-4175 Business Phones 639-4171 Inspections( Footing Plbg. Underelab Mach. Rough-in Appr/Bdwlk Fend. Plbg. Top out Gam Lina FINAL: Post/Bees Struct. San. Bower Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Meeh. Date Requested. - _-Time: i Addresst� '0d Lui-der.t_ T Ll=•�_4 `t 3- TAR FOLLOWING CDRRECTIMI'I'S ARE REQU1REDt L A Inspectort_'�C �� i 7-_ APPROrRD DISAPPROVED APPROVED SUBJECT To ABOVE ___Cell Vor Rainep. Construction Inspection£1 Relat_d Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Novem}-^r 12, 1993 FAX N 684-0954 $CP-8., -0 FIELD IF,SPECT70N REPORT DATES COVERED: November 12, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: B. O'Connor 11-12--93: CTI representative checked rebar and found it placed according to approved drawings on grids C-F/l, E-F/1-2.2, E/2.2-5 and E-C/5. Also, a mechanical vibrator was used to consolidate grout. Areas inspected were at 12 ' heights. Our reports pertain to the material tested/inspected only . Information 7ontained herein is not to be reproduced, except in full, without prior authorization from this office. - f there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Doug.gs . Leach President BO/cat. CC% Landmark Organization - Terry Jennings City of Tigard Construction Inspection &Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 November 12, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 11, 1993 PROTECT: Petsmart Stare ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 11-11-93: CTI representative during morning visit checked rebar for pier #5 between E and F on line 2 . 2 . Found rebar dowels from foundation not meeting structural requirement. Pier is 40" wide and requires two #5 verticals from footing in five cells. Contractor notified this morning. CTI rep. received verbal statement- from job superintendent this afternoon regarding job engineer's anal.ybis of pier #5 on line 2 .2 between E and F. Only four_ sets of two #5 bars required for this pier. The 36" wire ties used are acceptable res long as two #5 verticals are encased at each end cell . Revision in waiting upcoming from (Kurt Reed AIA) ALI - job engineer. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. "V Dougla W. Leach President JW/cat cc: Landmark Organization - ."erry Jennings City of Tigard Construction Inspection&Related 'Pests C !arlson Testing, Inc. P.O.Box 23814 T,gard,Oregon 91281 Phone(503)684-3460 November 11, 1993 FAX#684-0954 #CP--8910 FIELD INSPECTION REPORT DATES COVERED: November 10, 1993 PROJECA': Petsmart Store ADDRESS: Tigard, OR INSPECTOR: J. Woolf #486 11-10-93: CTI representative met with job foreman to check footings and rebar for trash area F/2-3. 4 and E.4/2 .2-3. Found footing rebar and dimensions per plan except with following modification: detail shows a concrete wall with #4 bars at 12" on center, each way. Engineer okayed change to cmu wall with #51s at 16" vertically. Footing built per structural drawings with above mentioned revision. Cast one set of four 6 x 12 concre,'ce test cylinders for placement of 6} cubic yards of Ross Island's mix #3011A in above footings. Also checked rebar for 8" and 10" cmu wall construction lines 4 .4-- 5/E, 5/C. 1.-E, F/1. 3-2 .2, 2.2/E-F, 1 . 3/E-F, E/3-1. 3 and 1/C. 1-E. Mason giuuted to 8 ' off finished floor. Note: contractor notified prior tc grouting that #5 pier between E and F on 2 .2 was -iot properly reinforced. Engineer was notified. Contractor rebuilding pier from foundation. Masons used 7 cubic yards of Wilsonville's 6 sack mix in above locations. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this mat. e.r please do not hesitate to contact this office. Respectfully submitted, C.ARLSON TESTIN , I O Douglas W. Leach President JW/cat cc: Landmark organization - Terry Jennings City of Ti.aard SFR . I�HOTICB City of Tigard Building Department 13125 M Ball Blvd. Tigard, CRw9on 97223 Inspection Line (Roc-O-Phone)t 639-4175 Business Phone+ 639-4171 Inspections _ __. �lbOtlnq �� Plb9. rnderslab Hach. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Lina FIHALs Post/Beam Struct. Ran. Sewer Framing -Bldg. Post,/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Rd. -Hoch. Date Requestedt_ �7 Times 111 PN Addresst 1� n �-r �(P�o P.eflit OU -13"-0130 Builders �v` ��G l AiW\ T&! FOtJA)WIHG COMCTIOHS ARK RKQDIRKDt Inspectors' \ — �^� -- _ DateV�PP ROVKD DIBAPPROVRD 4PPROVKD BDBJKCT TO ABOVK tall Pur R+s'nap. Construction Inspection &Related Tests Carlson Testing, Inc. P.O. ©ox 23814 ' Tigard,Oregon 97281 Phone(503)664-3460 FAX#604-0954 November 10, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 9, 1993 PROJECT: Petsmar-t Store ADDRESS: Tigard, OR INSPECTOR: .1. Woolf #486 11-09-93: CSI representative checked rebar for handicap ramp footings . Contractor indicated wall changed to 12" cmu. Detail 4/SI' has been changed per Clay (Kurt D. Reed) to #a 's at 16" on center. Cast one set of four 6 x 12 concrete test cylinders . The slump was 5" . The contractor_ was notified. No water added at jobsite. Our reports pertain to the material tested/inspected only. Information contained herein is notto be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submit ed, CARLSON TESTINGI C. r- _\\ Douglas W. Leach President JW/cat CC! Landmark Organization - Terry Jennings City of Tigard Construction Inspection M Related Testa Carlson Vesting, Inc. _ X 1 z CONCRETE P.O. Box 23814 REPORT Ol� _ ___TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: 457,11`1 C1.T Method of Testing: _ ASTM C39 FAX N 684-0954 P - nate Molded. 1-1/1 O_ _ 19 '�_ Job No. CR_8,a 1 t� Permit No: . Client: LANDMARK OR64NIZATION - TE.RRY=TENNINGS Project: IPETSMART STORE - — -- —_ -- - _--- -- Address: _ TIGARO OR Contractor. LANDMARK —__- Sub Contractor:--, - ---_-- concrete Supplier: ROSS ISLAND SAND & GRAVEL._ Truck No. 70 � _ Ticket No A-13 1818 __- Cast By: ._— J. WOOLF Cu.Yds. 6 . 5 _ --Load Ni._._---- — -- Weather- OVERCAST _ Temp.High: Temp.Low: 29 Y—_ Location of PlacementF-OO TINGS FOR TRASH AREA 0/10-12 AND 121A-C.8 Test Timet:15�___ ----- Concrete Temp Strength Requirement: 3000 PSI n --days Slump — Cement Typo N Mix No./No.Sacks ---Air Content -Max.Aggregate_3/4 —�_— --_ Admix.Amount Brand --Admix.Amount:--..-----Brand: -- - Set 'fest @ Register Date Date Unit Total Area Unit Report No. I Days Number Recd rest Wt. , Load ___ PSI - No. 7 2486 11/11 11/17 98,995 —_ _2 3.2.7— 3500 ____9.__ 20 2486 11/11 12/08 141,130 2 27 4990 ,14 28 2486 11/11 12/08 137,450 � 29.2.7 4860 HOLD 28 2486 11/11 12/08 139,640_ 4940 14 Remarks: -AIS- I!,ARA -- �--- --- - - - ---- ---- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constmaimi Inspection& Related Tests Carlson Testing, Inc. X .12 CONCRETE P.O. Box 23814 REPORT Ol� __-__TEST SPECIMENS Tigard,Oregon 97281 ASTM 6.1.72 Phone(503)684-3460 Method of Sampling: _ Method of Testing: ASTM C39 FAX q 684-0954 [date Molded: 1:1, 10 — 19 Job No. _CP 8��1 Permit No: LANDMARK ORGANIZATION - TERRY JENNIN&S Client: - --- - ---- - -- PFTSMART ~TORE Project:_ -- -- -- —. -- ----- ---- Address: _ T I GARD OR Contractor: LANDMARK _.Sub Contractor Concrete Svppiier ROSS ISLAND SAND GRAVEL __ Truck No.-_ 70 —Ticket No.—A-1-2-980— Cast A-1:19818 -Cast By: J. WOOLF -_ _ Cu.Yds._-- 6 • 5 ---.�Load NA. - Weather: 0VFRCAST —_-_-- Temp.High: 60 _-_--.--Temp Low: __29 --- - Location of PtacemenF00 TING5 FOR TRASH AREA 0110--12 AND Te3tTima'___1__5_ —Concrete Temp:�_� '3000 PSI Cal 8 -_- " Strength Requirement: - —__— _...days Slump-� __Cement Typ4 Mix No./No.Sacks T 30118 ---- Air ContentAggregate ;3/4" Admix.Amount: _T---Brand- Admix.Am unt_.— _--Brand:— - - Set Test @ i,agister Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. 7 2486 11/11 1111.7 981995 2 .2.7- 3500 9_ 20 2486 11/11 12108 - - 2 .2T 2406 11/11 12108 _ —-_ . _._. 2-R-2.7 — HOLD 2486 1 i/11 29.2.7_-- -- Remarks: -,-- Tri-A�-�I1;AR1 ------- ---- ---- ---- Information contained herein is not to be reproduc(A,except in full,without prior authorization from this office. i C'onctr,:ction lnst)ecticm C3' Related Iests Carlson Testing, Inc. i P.O. Box 23814 DEPORT•OF6 .X 12 l'ONCRFTE TEST SPECIMENS Tigard,Oregon 9728 _- Phone(503)684-3460 Method of Sampling: _AS TM C1 2 Method of Tes'rng: — -AS TM C:39 — .- FAX N 684-0954 Date Molded: ..—_ 1.I /Oy _ , 19_9 3_ Job No. _--C-F--69.1 CT - - ) Permit No: Client: __—L,,qMMARA' ORGANIZATION _ TERRY_...1ENNrNGS Project _ FIE TtiMART-TORE �._�— �__— ------...-.-------___-- .--- . Address. T IGA_RD -06 Contractor: _____l_ANOMARA' __ Sub Contractor: Concrete Supplier. .60'-K ISL AND 54NO & GRAVEL Truck No. —60—_.^._____-Ticket No. Cast By J. WOOL F Cu,Yds. Weather: SUNNY —� Temp.High:_25-9—---.----Temp Low: .? _ .. FOO T INGS FOR HANOI C'AP RAMP Location of Placement. — —_-- - ----- -- ------ - - ---- Test Time1 _—..___._— _Concrete Temp. Strength Requirement: —_--._-3000 _ _—_ PSI� �� days Slump_ * —_—_-Cement 7ypi Mix No./No.Sacks_—_301 1 R _ Air Content.-..._-_ —Max.Aggregate__3,14 —__— Admix.Amount:— ----Brand _.-Admix.Am unC_- — Brand: _-__— Set Test @ Register Date Cate Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 24.71 11/10 11116 82,107 29.27 2910 7 28 2471 11./10 12107 109,430 4 q.27 3870 13 28 24.71 11/10 12/0.7 _ 114,060 P R,_27 4030 13 HOL M 28 24.71 11/10 12/07 115,150 2 ER.2.7 4070 13 I — — i 1 i Remarks: cc:CITY OF TI©ARD I, �Ir 5" �S1MP - CON TRACTOR WAS NOT TFM-,L_._ NO 1AlATFF 4144 AOOFD AT SITE- Informntiun contained herein Is not to be reproduced,except in full,without prior authorization from this office. t I" i Construction Inspection d Related Cests Carlson Tasting, Inc. P.O.Box 23814 REPORT OF6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: OSTM r r 7a Method of Testing: ASTM C39 FAX#084-0954 Date Molded: ..— .f 1/Oy 19 93 Job No. CIT-e910 Permit No: _..— Client: —LANPllf3B1� �— Project: _ PE T 5M(,R T S TnR_E Address: - T.ICiARD OR --- — - Contractor: LANDMARK Sub Contractor:— ------ - Concrete Supplier. ROSS ISLAND SAN _& GRA4fL Truck No. S? �_. ._Ticketi4o. T-4522-94_____... Cas'By: 7, WOOL F Cu.Yds._ 9 Load NJ .__ _ - SUNNY Tnmp.High: S 9 __.-Temp.L°'rr --3'�----- Weather: _ - Location of PlacnmentFOO TINGS FOR HANDICAP RAMP Test Time'1' Concrete Temp: 6S --- Strength Requirement: 17000 — PSI @ 28 days thump-`'�_ * _Cement 1 ypl_ --- 3011 Max.Aggre ate_. -?/4 " Mix No./No.Sacks�._ --Air Content �_—_ 9 Admix.Amount: Brand --.,-Admix.Amount: _Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days_ Number Rec'd Test Wt. Load PSI No. 7 2471 11/10 11116 82,107 L Eq•2.7 2910 7 28 24.71 11/10 12/07 2 ER,2.7 — 28 24.71 11/10 12/0.7 29.27 HOL D 24.71 11/10 2 ER•2' Y - Remarks: cc.:C.I TY OF TIGARn — — T.-- * 5" SLUMP - CofIIgACT(YR WAS NQTTFTFn NO WATER WAS AOOED AT SITE Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Irstwction&Related Tests Carlson Testing, Inc. P.O.Hux 23814 Tigard,Oregon 972b� Phone(503)684-3460 November 8, 1993 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 8, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: M. Larson 11-08-93: CTI representative checked rebar in 8" c.mu valls in loading dock area between E & F/1. 3-2 . 3 to 4 ' and 2nd lift 2 . 3-5/E, 1/C. 5-•E to 41 . All rebar appeared to be to plans and specifications . Wilsonville's 6 sack grout mix was poured. No samples were made. Mechanical vibration was not used. Our reports pertain to the material tested/inspected only. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter_ , please do not hesitate to contact this office. Respectfully submitted, CA.RLSON) TESTING _7-C. . Douglas W. Leach President ML/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 November 3, 1993 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: November 3, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR! H.P. Murphy 11-03-93: CTI representative verified size and pl-.-,cement of rebar for cmu grout pour !today. All rebar appears to be per plans and specifications and vertical cells clear. Extent o,_ pour_ limited to 1 ' to 5 ' on perimeter: of building. Mason using vibrai:or during pour. Observation was not full time during pour; however, observation was made during initial pour_ and all appears to be per plans and specifications:. Our reports pertain to the material tested/ inspected only. Information contained herein is not to be :reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this; metter , please do not hesitate to contact this office. Respectfully submitted, CARJ,SOTESTI G, INC. Do las W. Leach Pr sident I. HPM/cat cc: Landmark Organization - Terry Jennings City of Tigard INBP>g�rlo�t KOT}!;.� Cfty of Tigard Building Department 13125 W Rall Blvd. Tigard, Orwgoo 97223 Inspection Line (Mn-O-Phottne)f 639-4175 Basiness Phones 639-4171 Inspectionshe Yk�_4"-------- —��__— Footing Plbg. Underslab Mach. Rough-S;, Appr/Sdwlk Found. Plbg. UP out One Lino FINAL: Post/Beam fitruct. tan. Aewer Framing -Bldg. Pont/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor lWater Linc oyp. Bd. Mwah. Date Requestods �1 ��` -1 3 ��♦ ,__Time: � PN p'� ,(� AH Addreass l lull \N�u ���" �� Permit �� rJV� 413-0130 Builder!, THE FOLLOWING MP"CTIONB ARE REQUIRED: Inspectort _---�� !� —_� Datrat-_��r�- /3 APPROVED D/FWPROVRD APPROVED BURJECf To ABOVE Call For Reinsp. �w W w. Constru--ion Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 October 26, 199:1 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: October 25, 1993 PROJECT: Petsmart Store ADDRESS: Tiqard, OR INSPECTOR: H.1;. Murphy 10-2.5-93: CTI representative verified size and placement of rebar for grout pour today. Informed mason (CSU) that details call out for two #5 bars at all corners, intersections, etc. . He placed these prior to pouring; otherwise all appears to be per., plans and specifications and cells appear clean. Prior to grouting, advised mason of following per specs: 1. Mechanically vibrate grout in verts after pouring and again within 5 minutes . 2 . Leave grout down 1j" from top of pour to provide key. 3 . No lift to be over 4 ft. without clear-outs . Also obtained grout sample and cast one set of three half block prisms. Extent of pour today: 1 . First 6 ' lift on grid line 1 .0/A-E (no clean-outs provided) . 2 . First 1 ' to 3 ' lift on grid line A/1/0-3 .0. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter. , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, IN . Douglas Leach President HPM/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspection&Related Tests Carlson 'Vesting, Inc. 8" CMU GROUT PRISMS P.O.Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3480 Method of Sampling: UEC 24-28 Method of Testing: ULC 24-28 FAX#684-0954 Date Molded: 10/25 19 93 Job No. CP—t3910 permit No: Client: LANDMARK OR•aANIZATION — TERRY JENNING`'• Project: PE'fSMART STORE Address: T IGARD OR LANDMARK Sub Contractor: CSV MASONRY Contractor. - - Concrete Supplier. _ WILSONVILLE CONCRETE _^ Truck No. 31 Ticket No. Y-08702 Cast By: H. P . MURPHY Cu.Yds. 7/?4 _Load No. 1'� _ SUNNY `S I? 49 Weather: temp.High: Temp.Low: Location of Placement 1ST 6 ' LIFT 8" AND 12" CMU GRID LINES V-1 & A FROM 1 TO ? Test Time- _ Concrete -em 70 2000pgl @ 28 days Slump FLOWOBLECement T I Strength Req.drement: _,�T Y Type Mix No./No.Backs 7 SACK Air Content^ Max.Aggregate KURTZ Admix.Amount ____Brand Admix.Ami unt erand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. ;ROUTED 7 2249 10/27 11/0. 141,410 58.14 2430 4 ROUTED 28 2249 10/27 11/2; 143,150 58.14 2460 10 NKJt1TED 29 224`? 10/27 11/2 142,960 58..14 2460 10 JNGROUPED 7 2250 10/27 11/0 79,358 39.70 000 4 JNGROUTED 28 2250 10/27 11/22 88,138 39.70 _2220 10 _ JNGROU'.PED ;'R 2250 10/27 11/22 87,864 39.70 2210 10_ i-T - L I __ _ I -_ -_ Remarks: _ cc :CITY OF TIGARD CSU MASONRY _ WALL ON GRID LINE 1 I5 6 ' W/NO CLEAN OUTS . . WALL ON GRID LINE A IS V HIGH WITH NO CLEAN OUTS REQUIRED 1 ' OR LESS Informst;on contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Texts Carlson Testing, Inc. REPORT OF 8" CMU GROUT PRISM`_ TEST SPECIMENS Tigard,Oregon 23814 281 UBG 24-28 UBC 2 ''-28 Phone(503)684-3460 Method of Sampling: Method of Testing: 4 FAX H 684-0954 Date Molded: _ 10/25 _, 19 93 Job No. CP-891 n Permit No Client: LANDMARK ORGANIZATION TERRY JENNINGS _ Project: _ PETSMART STORE: Address: T I GARD OR Contractor: LANDMARK _ Sub Contractor. CSU MASONRY Concrete Supplier.. WILSONVILLE CONCRETE Truck No. 31 Ticket No. Y-0£702 _ Cast By: ._ H . P. MURPHY Cu.Yds. 7124 Load No. 1/3 Weather, __ SUNNY Temp.High: 5r� Temp.Low:--44 -- Location of Placement: 1`T C. ' LIrT 8" AND 12" CMU GRID LINES to & A FROM 1 Ci 3 Test Time--- Concrete Temp: 70 _ . Strength Requirement:ment: PSI @ 28 F LOWO PtF days Slump Cement Type I 1500 UNGROUTED Mix No./No.Sacks. 7 SACK Air Content Max.Aggregate_ KURTZ Admix.Amount:. Srend —Admix.Amount: __ _—_Brand:_--_._� _ Set Test @ Register Date Date Unit total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 'R01UD 7 2249 10/27 11/01 141,410 58.14 2430 4 ROUTED 28 2249 10127 11/2 ;ROUTED 28 2 2 4 9 10127 11122 INGROUI'ED 7 2250 10/27 11/01 79,358 .39.70 2000 4 INGR01UTED 28 2250 10/27 11/22 7NGROUTED 28 2250 10127 11/2 Remarks: cc :CITY OF TIGARD _ o�,,, t - CSU MASONRY WAIL ON GRID L-INE 1 IS G ' W/NO =LEAN OUTS . LL ON GRID LINE A IS 3 ' HIGH WI Ti-T71'Cr tt-EA14--Ql�_12F'OUIRED 4 ' O Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. CITY OF TIGARD SEWER PERMIT ERMITC'TIUN PERMIT #. . . . . . . : SWR9 3- 0378 COMMUNITY DEVELOPMENT D RAH � T DATE ISSUED: 10/.211/93 13125 SW Hell Blvd.Tigard,Oregon 97223 6100 (503)639-4171 PARCEL: 15136DC-02501 SITE ADDRESS t 07500 SW DARTi QUI H ST SUBDIVISION. . _ . : ZONING: C—G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . TENANT NAME,. . . . . : USA NO. . . . . . . . . . : FIXTURE UNITS. . . :76 CLASS OF WORK. . . :NEW DWELL.T NG U."I I T5. . :5 TYPE OF USE. . . . . :CUM NO. ('r.. BU 1 LL I NGS t IN.STAL_L TYPE. . . . :BUSWR IMPERV SURFACE. . : tsf Remarks : New retai i store TIF: total : $612-1, 649. 00; MASS tRANS: $ 18, 623. 00; cOMME RC I AL.: $44, 026. 00 Owner —.____ ..--.---__._..__.____________.___.___._ FEES PFTSMART type amot.tnt by date recpt 1000 N 31ST AVE. C300 F'ftMT E 11000. 00 PLA._ 09/13/93 93--244105 INSP t 45. 170 PL-L 09/13/9 , 93--244105 PHOF_NIX AZ (45051 Phone #: 017-497_4127 Contractor- CONTRACTOR NOT ON FILE Phone #: $ 11045. 0e, TOTAL Reg #. . : REQUIRED INSPECT IONS — _-- This Applicant agre?s to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 18e days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the . side sewer laterals. If the ,.ger is not located at the measurement _ given, the install±r shell pi aspect 3 feet in all directions fromthe distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" permit and the Agency will install a lateral. F e r-•m i t t e e r:;i g n a t 1.1 r e Issued P y Call for inspection _ 6,39•-4175 Construction Inspection &Related Pests Carlson Testing, Inc. P.O. Sox 238,4 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 October 21, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: October 18, 1993 PROJECT: Petsma.r.t Mare ADDRESS: Tigard, OR INSPECTOR: S. Stoner 1.0-18-93: CTI representative wi.tnessod contractor place, by -,hute, approximately 40 yards of Ross Island's mix 301rB in remainder of perimeter_ wall footings . Rebar placed as per plans and specifications . Concrete was mechanically vibrated. Took sample for one t;et of four test cylinders . The slump was 3j " and the temperature was 729 . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in '_ull, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. Douglas W. Leach President SS/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspection&Related Tests `2arlson. Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX#684-0954 October 21, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: October 20, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: H.P. Murphy 10-20-93: CTI representative verified size and placement of rebar for concrete pour today. Questioned contractor on position of reba.r in relation to forms for column pads, i.e. : bottom of over.- excavated honclearance off base (reba:r also in lower portion of orm) . Cont ctor stated structural engineer wanted it 'that way. Otherwis , all appears to be per plans and specificat e 3 . ,�v,� l� �c '•a7� Took slump St. _ka'' ) and cast one set c f four 6 x 12 test cylinders . Approximately 40 yards were poured. Limits of pour: 9 type F-7 column pads and rear_ foundation wall, grids F from 1 + 1114" to 2 + 616" and 2 4- 618" from F to F + 20 feet . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC C Douglas W. Leach President HPM/cat cc: Landmark Organization - Terry Jennings (7it:y of. Tigard INS PSCTION,p.0Q'_l$ i Cit? 0! Tigard Building Mpattmsmt 13125 R Rall Blvd. Tigard, Oregon 973]N Inspection Lina (, P M)s 639-4175 Business Phanes 6 inopecti.ona _�'-i Tooting Plbg. Underslab Koch. Rough-in Appr/Sdwlk Found. P)bq. Top (Ait Gas Line FINALS Post/Beam gcrvct. San. Sewer framing -Bldg. Post/Beam Mesh. RaJn Drain Insulation -Plumb. Plbg. Undorlloor Nater Line Gyp. ad. -Koch. Dat• Requesteds�J L � '7 —Times AM PM -ellP- Addross s ���G �77 l / rmit 1 s �"� Builders TB= FOLLOWING CORMITIONS ARS RRQUIRSDs Ll ,±4- Inspectors M�__ __� _ Dates l0 " 7i _...._.__APPROtISU LLSAPPROVBII APPRp{ItD BUBJSCT TO ABOVE Call For Reinsp. Coimtruttiorr Irispectiorr &Related Tests Carlson 'Testing, Inc. 6 X 1 C ON(RF i F TEST SPECIMENS Box 23814 REPORT OF P.O.Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 M :hod of Testing: ASTM C39 FAX#684-0954 Date Molded: 10/20 19 Job No. CP-2910 Permit No: - Client. _ LANDMARK ORGANIZATION - TERRY TFNNINGS Project _ PETSMART STORE Aduress: . T I GARD OR Contractor: LANDMARK Sub Contractor. --- Concrete Supplier: ROSS ISLAND SAND tL GRAVEL 82 T-449643 — Truck No. _.... -_ ._-- a —Ticket N __ -- H . P . MURPHY Cast By. --Cu.Yds. 9/40 _____ _. Load No._� --- OVERCAST Weather: — Temp.High: 56 - Temp.Low:—_^ 9 TYPE F-7 COLUMN PADS AND FOUNDATION WALL , ON GRTD LINE F Location of Placement: - -FROM 1+11 '4" TO 2+6 '8" AND 2+618" FROM F TO F+20 Test Time 3:30 Concrete Temp:___ 70 3000 28 3 1/2 11 1 Strength Requirement: PSI @ days Slump _—Cement Type --- 3/4" Mix No./No.Sacks 30106 —Air Content _Max.Aggregate_ — Admi )tint: _ ____Brand Admlx.Am unC _ _—_-_ __Brand: -- Test @ Register Date Date Unit Total Area Unit Report Days Number Recd Test Wt. Load PSI No. �- 7 2136 10/2 10/2 69,530 28 .27 2460 3 7 2136 10121 10/2 69,352 28 .27 2450 3 28 2136 10/2 11/17 28 . 27 28 2136 10/2 11/17 28 .27 Remarks: Co:C I T Y OF T I GARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection& Related Tests Carlson rlson Testing, Inc. P.O. Box 23814 REPORTOF 6 X 12 CONCRETE— TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C 172 ___ Method of Testing: — ASTM C39 — FAX#684-0954 Dale Molded: 10/20 '1g 9_� Job No. CP-8910 permit No: Client: __ LANDMARK ORGANIZATION - TERRY .JENNING—) Project: PETSMART STORE Address: T I GARD OR ---__--_-- Contractor: _LANDMARK _--.Sub Contractor: _ ROSS ISLAND SAND & GRAVEL Truck No 82 TicketNo.— T-449643 Concrete Supplier: _ - Cast By: _ H . P . MURPHY Cu. Yds. 9/40 Load No. 114 Weather: OVERCAST Tamp.High:_ 56 ---Temp.Low:_4°__ -__ — ---- 9 T' PE F-7 COLUMN PACS AND FOUNDATION WALL , ON GRIO LINE F Location of Placement: — FROM 1+11 '4" TO 2+6 '8" AND 2+6 '8" FROM F TO F+20 lest Time 3:3C` Concrete Temp:.___—70 —__- 3000 28 3 1/2" I Strength Requirement. _— PSI days Slump— Cement Type 3010E3/4 " Mix No./No.Sacks— Air Content --_._ --Max.Aggregate------ --- - - Admix.Amount:_� Brand_ Admix.Am unt: Nrand: ---- --- - Set Test @ Register Date Date Unit Total Area Unit Report N,-). Days Number Recd Teat Wt. Load PSI No._ 7 2136 10121 10127 69,530 28 .27 ?460 3 7 2136 10121 10127 69,352 28 .27 2450 3 28 2136 10/2 11/1 Y 102.9 0 ?8 '273640 28 2136 10/2 11/1 100,150 28 _27 354 0 Remarks: CC:CITY OF TIGARD — Information contained herein is not to be reproduced,except in full,without prior authoriiat,un from this office. lNSPECfIQR RPTI Z� Cit? of Tigard Building Dspartssent / G ],2125 M Hall Blvd. Tigard, Oregon 97221 J Inspection Line (Rsc-O-Phone): 639-4175 Business Phones 3 71 Inspection: 1 �"�' �VY��1 L 1 Footing Plbg. Onderslab Hech. Rough-in / k Round. Plbq. Top Oui Gas Line A s/ Post/Beam Btruct. San. Sewer Framing -Bldg. Post/Berm Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lin'�e11 Gyp. Bd. -Y.n h. Date Reguestode� L/ Zv �� Time: /J�/y_�1►Mq Address 47. o Permit t: Builder:_ _ TRZ FOLLOWING CORRECTIONS ARE REQQIRRD: el _ Inspector: ! Dater PROVED DISAPPROVED APPRON=D SDBJRCP TO ABOVS Call For Reinsp. Construction inspection &Rela" Teso Carlson Testing, Inc. 6 X 12 CONCRETEP.O.Box 23814 REPORT OF----- TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM C172 — Method of Testing: ASTM C3`) FAX If 684-0954 McN�od of Sampling: 9� — -------- Date Molded: 1.0/18 '119 9--A Job No._ CP-8910 Permit No: - --.- -- ----- -_..- -- Client: __ LANDMARK ORGANIZATION -_DERRY JFNNTNG`� Project: PETSMART STORE - - Address: __ — TIGARD OR ---- ---�- Contractor. -_ __ LANDMARK Sub Con'ractor: _-- ROSS ISLAND SAND R GRAVEL 94 T-449560 Concrete Supplier: — Truck No.___ Ticket No._. Cast By: _— S . STONER Cu.Yds._- 40+ Load No. 1 SUNNY5q 46 Weather: ---- — Temp.High: _Temp.Low:_-__._---.. PERIMETER WALL FOOTINGS , EX(-(_tInING A/1-5 _ Location of Placement: --- Test Time 1 G 5 —Concrete Temp: 3n00 28 1 1/2" T Strength(ieouirement: PSI @ _days Slump Cement Type MixNo./Nu Sacks 30108 Air Content— —_ —Max.Aggregate ___--. -- Admix.Amount: — —___— -Brand _ Admix.Amount:__ ___ Brand:_ — SAt Test @ Register Date Date Unit Total Area Unit Report Nr,. Days Numbs; Recd Test Wt. LGad PSI No. 7 2142 10121 10/2.C 65, 100 28 .27 2300 2 _ 2f 2142 10/2 11/1 26 .27 28 2142 10/2 11/15 26 .27 HOLE 2142 10/21 26 .27 _ Remarks cc a CI TY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from thi.;office. Construction Inspection&Related Tests Carlson Testing, Inc. 6 X I / CONCRE TF P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 ASTM C1 72ASTM f tr4 Phone(503)684-3460 Method of Sampl ng: — _ Method of Testing: _ FAX H 684-0954 Date Molded: 10/18 _' 119. 93 Job No. CP-81410 Permit No: -- Client: LANDMARK ORGANIZATION - TERRY JENNINGS _ Project: - PETSMART STORE _ ----- ----- Address: TIGARD OR - Contractor LANDMARK _Sub Contractor: ------ Concrete Supplier: ROSS ISLAND SAND & GRAVEI Truck No.__ 84 Ticket No._ T-4445h0 . STONER Cu.Yds.�- 40+ __Load No. Cast By: - -- _..- ---- 51JNI\IY46 Weather Temp.High: 59 ,Temp.Low:--�� PERIMETER WAIL FOOTINGS , FXCI-IIDTNG A/1-5 Location of Placement: --- -- - Test Time 1 35 ---- Concrete Tem -- 3000 28 3 1/2" T Strength Requirement: ____ PSI days Slump Cement Type_..... ...... 3/4 " Mir.No./No.Sticks 3O1.Of3 cks_ Air Content __ _____._ -Max.Aggregate._ —__ Admix.Amount.—.___ Brand _.._Admix.Amount: —Brand: --- :tetTest @ Register Date Date Unit Total Area Unit Report PJc. Days Number Recd Test I Wt. Load — PSI No. 7 2142 10/2 10/25 65,100 28 .27 2300 2 28 2142 10/21 11/1S 91,204 28 .27 3230 _ f 28 21.42 10/2 11/1 28 .27 93,379 ___ 3300_6 H01_ f 28 2142 10/21 11/15 93,596 28 .27 3310 �6 P t'emarks: CC t C I TY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. INSP"-ION NMcs City of Tigard Building Department L--� 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)e 639-4175 Business Phone: 639-41*11 Inspection: Footing Plbg. Underslab> Hoch. Rough-in Appr/Sdwlk found. Plbg. Top but Gas Lino FINALt Poet/Ream Struct. San. Bower framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Lin* gyp. Rd. -Koch. Date Rsquestedi Z'/!Z"1)///5�? TLmt AM PH Addrose:� S��/.� Lryz �7 Pa. Bu l.ldor ti _ -✓1{' ��/� THE FOLLOWING CORRECTIONS ARE RNWIRRDs "���� 92 tZ Inspectors _���DISAPPROVRD APPROVEAPPROVED SUBJECT TO ABOVE __Call for Ra.inap. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 9W 4aN Blvd.Tigard,C)ragon 97223.8199 (503)838-4171 i..'2'21 l , ,.0 ;.;i VCY 'iaHP w'C.t_:.)P"NCY LQRi ;vwo Uf-1h1 Y•?I IN ME:Z rj oN FtF.GiIJ ' ail~1�1 F1GF - �� -r!-'ciorl� 1.:L7or". ;'1'1`25 pssf . LXFT:'' ft Rcrok't'v '.P Nr UNt S: 17RNI s60 Pt f7Ef RiO f 9yVAa0Q, =�. t`lBiv Y' 'f all i alt tJr'E? 11'. total I . lio. y fo49. Ob'j r:t"i4Nb: �. & x... ... ...._ _.. J$ ltt���P^^ 1 "`rt�yy�pte � +ntoutlt.y�rA C(by ��drAI ,,,.41 3 , i'7Y4. ,~rt 4� t�VH 1 $ ;—.:658. 00 P-'�.L 0.10. 5P,-, r : 14?. 0 P .L 489/1;' 1. 4'.1 ! '41, j 1.'.e 1 A i 1:.E'414. 41, .t r" 1.til ..., _. Ph a n 0 ki ., p1)1 is )i vv `S'u Fcto the "rgulatiohs ccntaineu it the o r t +'b I n ra c ~.r. ,ei;,a1 Code, Stale _f e, SVF�.aiGy Lines and 611 stle' btr'ur :.i..PE. l In ;p appi itwilt los. All mr)-h iii).' be t.-: it accorda+we hi tti R a:: rt f 5 L e e l i n s E) epgr7Y111 pilwt chis prat Viii exp;re if x.rk is rot startE,'. Slob In sp 1$Q ( lJt �� i55Ucl^Cf'. i s i.irpt ,dO fiCr ar,—e ",'a8 ;;o n r`y I n s r'• _ .......�....._ fro t*,•+ tFprr r t-rs�r i o t ; n'q" r'✓ nits SNv flan BN& PLNCK/RECT Cl.rrlr OF T IGAR PERMIT N COMMUN[TYDEVELOPMENT DEPARTMENT Tiprd,Orcgan9TM (503)639-,17' DATE ISSUED rJ,t�O SCJ J�/27'MUTh4 rec JOB ADDRESS: c 111- ,i _ TAX MAP/LOT -- SUB: LOT: ,�� LAND USE: _ — VALUATION OWNER990 - SPECIAL N .- Ngh{E; - _ REISSUE OF: _-- -�- ADDRESS: t IAST REISSUE: FLOOD PLAIN/ PHONE: fd' l7 4 7 -9 / -7 SENSITT VF: LAND: CONTRACTOR AJO—r r,/© 7-0 1>4 APPROVALS REQUIRED NAME _ _ __ PU,NNING: ,_-- ADDRESS: _ ENGINEERING: FIRE DEPT: PHONE: _ OTHER: CONTR. BOARD #: EXP DATE: , ITEMS_REQYIRED \ SUBCONTRACTORS: PLUMB: __— — LIST/SUBCONTRACTORS: MECH: BUS TAX: ARC N�INEER CALCULATIONS: NAME: A" rz 7�)• NEIr- 0 4 iZ c I-/ 17- c_:T TRUSS DETAILS: —_-- ADDRESS: • 3.?-k o. t). H.¢.k�t-,rr-/-j 2 b , Yo IZ, / ro OTHER: -----__---- SC-077 ;D"14-C ft.Z-1 PHONE: L& o Z Pip "`"'PFN�t T' . PROPOSED BLDG. USE: �G���rry7 i� t4zC l R 4— COMMENTS: COMMENTS: ._ `� -��oo CyNDS /►�[�S� l � _ �r.+CE 3uL_L,��1SSl�r •� ___._. APPLICANT SIGNATURE Rece i ved By: C�-` � _ Date Received: PERMIT" M ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building lax (5%) Building P1 umbi rig Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire '(WK30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25--448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fee.- 25-448-06 Institutional TIF Ions 25-448-03 Office TIF Fens 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chr3 (SSDC) _ 24-445-01 Water Quality (Fee in lieu of) 24-445.0? Water Quantity (Fee in lieu o, ) TOTAL nmr15R7P.WPI i, C T TY OF 1 I CARD — RECEIPT OF PAYMT N'T' RECEIPT NO. 193, •4`x::%:1 CHECK AMOUNf , `9e 65 NAME LANDMARK OPMANImrION CA414 AMOUNT s h. 00 ADDRESS s 1301 CAPI T'Ai_ OF TFXAR HWY PAYNENT DATE a 10/15/93 SOUTH, B--320 SURD I V 1131 ON s AUSTIN, TX 79746-- P!_IF:PORE OF PAYMENT AMOUNI VAAID PURPOSE OFPOYMENT AMOUNT PAID BUILDING Pf RM SUP93-413.78 5133. 00 ST. HUII..t1 �'N:fi 26. 65 PF'T`4MART/7501T1 SW DARTMOUTH '1 0 T F11. AMOUNT PAIL) — — — —) 559. 65 INUXM,ON NOI Cali City of Tigard 1%xildIng Dego ri ].3125 an Ball Alm. Tigard. s7rwv Inspection Line Phone): 639-4175 eualnesa Phones 6314171 Inspections 7,ot.ing Underslab Mach. Rough-in Appr/Sdwl.k Found. Plbq. fop Out cam Line FINALS Post/Beam Struct. San, Sewer Framing -Bldg. Post/Roam Mach. Rain Drain insulation -Plumb. Plbg. Underfloor Mater Line Gyp. ed. -Mach. Date RaQuwsteds / Address s LiIG �� � Permit 4 s ---'`�--F� BuildersY - THE FOLUMINO OMRECTIONS ARE RRQUIREDs d= Inspectors ,__�_ Dates ✓ d APPROVED �_ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rsinap. $.NBPECTION NOTic,'E f-'ji._.. City of Tigard Building Department 1312S m1 Hall Blvd. Tf4ard, Oregon 97223 Inspection Line (ROC-o-Phone)s 639-4115 Buainear Phonea 639-4171 Inspection:_` rooting Plbg. Qnderslab Koch. sough-in Appr/Sdwlk round. Plbg. Top Out Gas Line FINAL: Post/Beam struck. San. sewer Prising -Bldg. Post/Beam Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp- gyp. Sd. -Koch. _, Date Requested: tt0 -1 S - (3 Timex AM Addr,pss: DM4`4W�Ol� �•. Permit ♦r� Bu i lder e TBE r9LLOMING CORRECTIONS ARE REQUIRED: 1 � Inspector: ~' Dates 4 APPROVED DISAPPROVED �4 APPROVED SUBJECT TO ARM Call For Reinsp. I110YECTIon�Q= city or Tigard nutldlny Dap. t,,mt L3125 M Ball El..d. Tigard, O'egon 97223 Inspection Line (Res-o._phone)i 639-4175 Business Phone, 639-4171 Inopectionm �� r)o ` Mooting y Plbg. Underslab Mech. Rough-in — ppr/Sdwlk Found. Plbg. To out P Can Line f*7ALm Poet/Ream Struct. San. Sewer framing -Bldg. Poet/Ream Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Rd. --Mech. L� Date Requestedl i (� i( 13 \-/ Time: _ AN Y PN 13 1`-Gl'� Tau I (� ---=== �.-�- AddrHet fV�QI( 1'Y �Xv> I Permit #if7�1f-C 0260 BuIlderi TRE FOLLOWING CORRZCTIONS ARE RRQUIRED2 ------------ Inspectors ` /-�"`�-►�— — Date: —APPROVED APPROVED DISAPPROVRD ' APPRovgn SUBJECT To ABOVE `G, � _—Call fnr Reinap. Clt of 2�x-�o�n���"g lgard BulldJAg Departalmnt 13135 ew gs lA Blvd. t 223 Inape^tion Lina !Ret-p.,;qMj a 639�a17�5� R AOrMOOn �phone: 63)_ 4171 Impaction: Q�{,�- Cl'7y���,� Footing T-- --- Plbg. Underelab Hoch. Rough-Ln Appr/Sdwlk Pcx�nd. Pltq. Top out Oa. Lim IeIICAL: Post/seem struct. San. Sewer Prating -Bldg, Post/Seem Nec;h. Rain Drain In.Y.lation --Plumb. Plhg. Underfloor Mater Line d vyp. ed. -Mach. Date Requested, -i T Leisa Y� ,_!11 Addre..e_—IS00 Mt31 l L fc 1 ,4MlrC3' Permit /ePW q-3-001 BulldereI n�(L _76 TBE POLLOWINO CORRECTIONS ARK AnU.IpRDe Impactor: .APPR(1VtO — nrsjkpPROVED —_ APPROVED SUBJECT TO ABOVE --_Call For Reinsp. Construction Inspection &Related Tests V� Carlson 'besting, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 October 13, 1993 FAX#684-0954 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: October 11, 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: S. Leach 10-11-93: CTI representative inspected footing along northcaL' side of building and found the base rock to be uncompact:ed. Base rock was possibly distributed during excavation of the footing. Recommended removal of the 2 "-0 base rock down to undisturbed native an,! the placement of 3/4"-0 gravel back up to the bottom of the footing. Our reports pertain to the material tested inspected only. Information contained herein is not to be reproduced, except_ in full., without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CART�SON `TESTIN / INC. Dgit las W. Leach Pf es ident SL/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction litspection& Related Tests Carlson Vesting, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(50')684-3460 FAX#6_ .-0954 October_ 13, 1993 #CP-8910 FIELD INSPECTION REPORT DATES COVERED: October_ 12., 1993 PROJECT: Petsmart Store ADDRESS: Tigard, OR INSPECTOR: J. Bryant #586 10-12-93: CTI representative inspected rebar placed in footing line A from 1 to 5 . Found all rebar placed in footing and footing pads was placed in compliance with job specifications. Our Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this; office. Respectfully submitted, CARhSON/TESTIN INC. Do4las W. Leach P»esident ,; q/cat cc: Landmark Organization - Terry Jennings City of Tigard Construction Inspection &Related "Tests Carlson "Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.U.Box 23814 Tigard,Oregon 9728' ASTM C 172 ASTM C39 Phone(503)684-346, Method of Sampling: - Method of Testing: _ FAX q 684.0954 Date Molded: -- 10/12 ' 19 93 Job No. CP-9410 Permit No: _—_-_ --- . Client: ____ LANDMARK ORGANIZATION - TERRY JENNTNGS - PETSMART STORE Project: - - - - —--- -- _ TIG ARD OR Address -- ---- --- — —-- Contractor. LANDMARK — Sub Cot tractor -- ROSS ISLAND A-138993 Concrete Supplier: _--. Truck No. _ — -_—__---Ticket No. S . STONER '0i---- ----Load No. 1-- - Cast By --- — �Cu.Yds.-- RATNh 40 �Vr:;th�i _-- _ —_— — — ------- ---- Temp.High:--------_._-..-_ Temp.Low: F=OOTINGS AT A/1 -5 lex atinn of Placement: _ -- — ----- — — Test Time 4--—n-------Concrete Temp --- 76 gnOn Strength Requirement. _.-----___—_-- ----------- ---— FSI O) days Slump Cement Type —._... '401013 3/4" Mix No.iNo Sacks Air Content— __ _.__-__-_- ------__-Max Aggregate_-- Admix.Amount: — Brand —Admix.Arn Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd I Test Wt. Load PSI No. 7 2004 10/13 10/19 87,624 28 .27 28 2004 10/13 11/09 28 .27 28 2004 10/13 11/0. 28 .27 HOLD 2004 10/13 28 .27 Remarks: cc:CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 01111 Cotnstructior+t Inspection&Related Testa Carlson 'Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.U. Box 23814 ---- - �.�. --- -- - Tigard,Oregon 97281 Method of Sampling: ASTM C172 ASTM C39 _ Phone(503)694-3460 Method of Testing: _ FAX H 684-0954 Date Molded: . 10!12 i_ ,0_ 93 Job No. CP-8910 permit Clien�: _ LANDMARK ORGANIZATION= TERRY JENNINGS PETSMART STORE Project:---- --- ----`� s —_ ----- Address: T I GARD OR LANDMARK Contractor: �.� __ _ Sub Contractor: ROSS ISLAND 83 A-138993 Cor Crete Supplier. _ Truck No.—_ _--Ticket No.__ _ S . STONER 2C,+ 1 Cast By. __ _ __ Cu.Yds. —__— —,Load No._ ___ 40 Weather ` Y_ RAIN —� _ Temp.High: �� Temp.Low: _. FOOTINGS AT A/1-5 Location of Placement: Teat Time 4 40 Concrete Temp: 76 Strength Requirement: __ 3000 PSI @.- 28 3 1 days Slump _-__^Cemem Type Mix No./No.Sacks _— Air Content --___ _ ----Max.Aggrognte..-__ 3/4 n Admix.Amount: _. BrandAdmix.Am un!_— .— : —_ _-_ Brand: Set Test @ Register Date— Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. 7 200 : 10/1.3 10/1 87,624 28 .27 3100 �- 28 2004 10/13 11/Oc.1 118,210 28 .27 4180 5 28 2004 10/13 11/0 113,170 28 .27 4000 5 HOLD 28 2004 10/1'�' 11/09 113,660 28 .27 4020 5 Remarks: ._ cc=CITY OF T IGARID Information contained herein is riot to be reproduced,except in full,without prior authorization from this office. INSPECTI(?N ND'PIC� � City of Tigard Building Department Vl 13125 of Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone: 639-4111 lnmo 1OOt a Plbg. Undorslab Hoch. Rough-in Appr/Sdwlk IbO11A. Plbg. Top Out Gas Line FINALt POB!/M�II atruat. Ban. ewwer Framing -Bldg. Post/Be.m Naoh. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. ad. -IMOh. Data Reques-tr�it �f�l'.,t(2 " �( Z/ 1 _Timm Address t'j.) .) �l�yul -{'�\ � _ Permit #1VlJ� Builder, TBE FOLLOWING CORRZCTIONS ARS R EQOIRSD: Inapec tor: �/� _ ��. Dates U i l ` /APPROVED --- DISAPPROVED APPROVED !SUBJECT To ABOVE nv— call For Rainap. INSPECTION F-M&N itl of Tigard Building Departzmnt: 1 .S 60 Bail Blvd. Tigard, Oragon 97223 Inspection Line((Rfoc-O-Phone): 639-4175 Business Phone: 639-4171 Inspect tont_ --- Footing Plbg. ondoral.b Mach. Rough-in Appr/3dwlk Found. P11V. Top Out Goo Line FINAL: Post/Beam etruct. an. $ewerlIY Framing -Bldg. __! Fiat/Beam Mach. Rain Drain lnsulat.ion -Plumb. Plbg. anderrloor Nater Lino Gyp. Rd. -Hoch. Data Roquestedt TUwvAK P11 Addreaet T Permit f1 ✓D�� BulldorI THE FOLLIAIIW, CDMCTIONB ARE RRWIREDt Impactor: Datet _1...�?l APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE T Call For Roinap. CITY OF T'IGARDBUILDING PERM' COMMUNITY DEVELOPMENT DEPARTMENT DAI'L ISSULDs 09/13/9�" 13126 SW Hall illvd.Tigard,Oregon 97223*8199 (503)639-4171 PARCUL; 1F)13GDC-&?30T ZONING: C--G) TILOCK. . . . . . . . . . LU*r,, . . . . . . . . . i2 1 SSUE: FLOOR EXrC-RIUR W()LI.. CON STRUCTIDK 'LASS OF WORK. -NEW F I RST. L5416 Sf NxNR S-NP L:EHR W:r'_*`Hf� 'i YV,E OFUSE: f',0m GLCUND. . s f V`POTELT OPENINGS? — TVI-.'L '_117 :5N THIRD. S N- C',- E:y W;'y OCC OPANCY GRP. :B,'-- TO'TPI-. - ,x'5416 s ROOF CONST :G F I RE RE I ', OCCUPANCY LOADr660 ' BASEMENT. : Sf AREA SEP. RATEDi2HR 3'TO R. . * 1. t-I T. ,,3,0 f L OPRAGE. -f OCrU SEP. RATED- B_';M T?:N MEZZ't'%N REGE 8E'r8AGK8-- REQUIREV- 1-1-C)OR LOAD. -'5 psf LL F I : ft RGHI Fr FIR (Ur-1KL.,-Y GIV101", DE OWULLING UNITS: r-RNT :60 ft REAR:6121 ft FIR Al-.RMOY HNDICP,-' Acc: ,y 99-171 R 11 IS i PATI,: Pp yyl,_Ark- [70UNDATION ONL-Y ! FEES i-1E T5MART type 'AMOI.Ant by date V,ecr, 101010 N 319T FIVE. C131110 P RM T 533. 04' PLL 09/13/9.3 �P;, 3 6. 6 5 F-1-L 09/1 /93 --1+41iP: OPOEN I X F)Z 83051 0: 817-497-41i�7 J- LONUMARK ORG. , INC. i--oi cwnim,... u1jr-xr)Ei F-my. s(). SUITE #F- 32k1 PUS"Tf!"! TX 78745 51.2-329--6090 551). 65 TOI'AL 92428 REQUIRED 1NSPEC'rIONS Th 1 is ppreit !s issued subject to the regulafions Contained in the Ftint/FoLmd Insp Tig.rd Municipal Code, State of Ore. Specialty Codes and all other i'(einf Steel Incip applicable laws. All work will be done in accordance with Slab Irlf;P approved plans, This persit will expire if work is not started mi�:C. Il1VP6&t10-f1 withir, 180 days of isviaice, or if wcrW is suspended fne lr- Fi.r,ai Lric.;p.?r..ti,7n than Joe days. CerII for inspection 639-4175 C ITlf OF TfGARD COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223#8199 (503)839-4171 PLUMBING PERM 11 • PE'RMIT #. . . . . . . DATE ISSUEDs 09113/92' PARCEL: 1513&DC--02501 r2ITU ADDRESS. . . : 07500 SW DARTMCUTH aT SUBDIVISION— . : ZONING: C--G . . . . . . . . . LOT. . . . . . . . . . . . . CLASS OF WORK. NEW 5AIRBOG.' UISF'OSALS. M013ILE HOME SP()CC-G. -TYPE, OF USE. . . . I CUM WASHING MACH. . . . . . . BACKFLOW PREVNTRS. OCCUPnNCY GRP.. t Be FLOOR DRAINE. . . . . . . :6 TRAPS. . . . . . . . . . . . STORIES. . . . . . . . .. I WATER HEATERS. . . . . . :; CATCH BASINS. . . . . . . . F 1.X TURE�]' LAUNDRY TRnYS. . . . . . : GF RAIN DRAINS. . . . . '5)INKS, . . . • . . . . . UPINOLor. . . . . a . . . . . . : 1 GRrASE TRAPS. . . . . . . LAV(ITUR C EL, . - - - '" OrHER FIXTURES. 21 1 'TUb/SHOWERS. . . . SLWER LINL (ft ) . . . . WAtt:k 0-613ET,37. . WVITER LINE (ft ) . . . . P.i. SHWAGHE-Fig. - - - RAIN ARA IN (ft ) . . . . Rr,ma,rks ! New retail. store Owner: FEES OFTSMART type amount by date recpt 1000 N 31ST AVE. L'3012' PRM'T $ 232'. 50 PLL. 09/13/93 9.)-24410' PLC[, $ 53. 1 PLL 09/13/93 93---21 4411, PHOENIX AT 85051 $ I I 6 PLL 09/13/93 '33-24410..: f-'41unt *-, F31 ! -497-41,-:-'7 Cart raict or HEINZ MEC.JinNICAL GO. 47t--01 SW 95TH SUITE 960 W11,03ONVILLE OR 97070 r1ione i(-, 6112- 4910 P 30�2-. 26 TOTAL 'leg 43866 REQUIRED INSPECTIONS .- This neroit is is!ued subject to the regulations contained in the N.0.ALVI—in InS-,[,) 'igard Municipal CoOl Stato of Ne. Specialty Cedes and all other PL.M, Und"t-floor applicable laws. All work will be done in accordance with Top—out Irisp a0provtd plans. This pervit will expit-e if work is not started Raiii Drain I n s p within 180 days of issuance, or if work is suspended for tore PFI/Packflow Prev than 186 days. Final Inspection 0,0000K i ttee Si gnat vre Call for inspection 639-4 1*75 CITYOF 1)173SWHa 844 PLNCK/RECT N T �d�gm PERMIT COMMUMlY DEVELOPMENT DEPARTMENT �o�t�tr DATE ISSUED Ql:-v�...e�h-"`ti'r•�P. �,t.Tri �' .708 ADDRESS: _ �)T'r _� j T MAP/LOT SUB: LOT: _ LAND USE: ----_y_-- VALUATION: OWNER SPET IAS. `'AP P EDT ISSUE 1 -- RE:ISSUL 0 .' NAME: a r ADDRESS: _moi 000 42 111 11 Abd. ��' ? _ LAST REISSUE: --- I,r-en I X r —r ��7 a;/ FLOOD PLAIN/ PHONE: SENSITIVE LAND: „ CONTRALT� $PPRQVALS R UIItFD NAME: _ ! I JG PLANNING: �k�- ADDRESS: i G�! J36 ENGINEERING: FIRE DEPT: -- ----- PHONE: ��i ��>9 t) OTHER: CONTR. BOARD 0: �� - -_ _ EXP DATE: J y, ITEMS REUI RED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: - MECH: 4V61:3S N� TNLliC/�I/J�v S/ . BUS TAX: _- �CIENGINFER CALCULATIONS: NAME: TRUSS DETAILS: - ADDRESS: _ _ OTHER: __-- PHONE: PROPOSED BLDG. USE: - --- - - COMMENTS p PPLICANT SIGNATURF 1 Received By: - — T-0 Z2 Date Received: � d PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT P0. BAL. DU 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit feestwvtc->vw`r T {; 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (POC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) --— -- 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu ofd TOTAL 56-'�. 4 S .SIMS _ rim/31)8711,Will CIlY OF TTCARD RECEIPT OF PAYMENT RECEIPT No. s93--244105 PET' CHECK AMOUNT 14310, 41 ADDlirss 10000 N. 31ST AVE CASH AMnUNr' 0. 00 SUITE C-300 PAYMENT DATE 09/13/93 SUBDIVISION PHOENIX 85051- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID 93-026 26,3 1. 35 ST. BUILD PER 177. 81 SEWER USA SWR93-0378 11000. 00 srw-'R INSPECT 43. 00 PLUMPING PERM FILM93-0119 C-32. 50 PLAN CNECK FE 91. 25 ME.C.'HONICAL PF MEC93-0171 13 . 50 MEC93-0171 0. 00 0. 00 0. 00 PF--T9MART 4UE23-260 5.33. 0N, TAX 2H. S5! 6" 6F/ 58. 13, TAXI 1. 63/ BUP9?,---130 20983-v , TtIX T0TnL AMOUNT PAID 14310. 41 I I I 1 CITY OF T I GARD RECEIPT nF PAYMENT RECEIPT NO. :93-244105 CHECK AMOUNT s 1431.0. 41 NAME : PF TSMART CASH AMOUNT s V+. 00 ADDRESS s 10000 N. 31ST AVE F'F,.YMENT DATE s kiy/13/9-5 SUITE C -30(a t;I,AD M S I ON f PURPOSE OF PAYMENT AMOUNT PAIL) PURP04SE. OF PAYMF-NT AMOUNT PA I 11 I la1_I I LD I NG PF:FlM F-*U- 93--0r'6 2631. 35 ST. NU I l_D PER J77. 81 ,SEWER USA SWR93--0378 t 1000. 00 SF'WER INSPECT 45. 00 Pl._UMNING PERM PLM93--0119 r-'3c. To FL.AN CHECK FF91, W-CHAN I CAL PF MEC9 3 -'0171 1:32, 50 MEC93•--0171 0. 00 0. 00 0. 00 I PF.TSMART P'9 3-26ka 53.3. 00, TAX 26. 6F/ n _"``� -r,4 !`�8•. 13, TAXI !. b.s PIJf'93 130 �'09r3. 3`;,�TAX 13�R. 9'sti t', 1'� �3' 12 i TOTAI- fahEIJUNT I:'(aTl) - - > ii+• 1.►Z►. 41 I I INSPZQTION NOTICE �- City of Tigard Building Department 33125 eN Ball Blvd. Tigard, Oregon 97223 Inapectl,on Lino (Roc-O-Phones 639-4175 Business Phones 639-4371 Inspections loating Plbg. Underslab Noah. Roush-in Appr/Sdwlk Mound. Plbg. Top Out Gas Line lINALs Post/Beam Struct. San. Bawer Framing -Bldg. Post/Baan Hoch. Rain Drain InaUlatlCn -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. e'-" `2 3 Timet AX ,L_._PN Data 'meat pis Mdre ;i 'X) f�]Y7 Per.lt rtg3G6IU Builders�V711/�� TBE IOLI.ONINO CORRECTIONS ARE RNMI"MI 7 Inspectors APPRovsn DIB PROVlD APPROVttb SUB.7RCT TO ABOVE �, G11 !or Rainsp. • I 1 n/ INC. MATERIAL HANDLING ENGINEERING CONTRACTORS LICENSE NO.432725 TEL:(818)962-1162 SHEET l OF 15 FAX:(818)962-1279 `,E.ISM IC ANALYSIS OF STORAGE RACKS FOR PETS MART TIGARD, OR 8-12-1993 #93-412 fi y G O R 14180-1 Live Oak Avenue baldwln Park California 91706 '7 PROJECT PETS MART FOR LOZIER 2 1 5 INC SHEET NO. OF MATERIAL HANDLING r-NGINEERING CALCULATED BY C.T. DATE 8-12-93 (818)962-1162 • FAX:(8 18)962-1279 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 COM OONENTS& SPECS. 5- 6 LOALIS ANn DISTRIBUTION 7 LONGITUDINAL :,NALYSIS 8 COLUMN 9 BEAM 10 BEAM TO COLUMN 11 BRACING 12 OVERTURNING 13 BASE PLATE 14 SLAB & SOIL 15 -SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. 14180-1 LIVE OAK AVENUE - BALDWIN PARK • CALIFORNIA 91706 • CONT-R. IIC. NO. 432725 PROJECT _ PETS MART _ FOR _.__._ LOZIER INC. SHEET NO. 3 OF _1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. � DATE 8-12-93_ (818)962-1162 • FAX:(818)962-1? 1a PAr^METERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRErTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. ,� 2 5 ` 1 � Ca�__ 1. COLUMN. I9WMRY_AHEA 2. BE=AM. 3. BEAM TO COLUMN. 4. BASE PLATE 5. HORIZONTAL. BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRANSVERSE LONGITUDINAL TQP_.Yly-w 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91708 • CONT'R. LIC. NO. 432725 PROJECT PETS MART FOR LOZIER hINC. SHEET NO. 4 _OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 8-12-93 (8 18)962-1162 • FAX:(8 18)962-12.79 CONFIGURATIONS SINGLE ROWS 4,500 Ib. 4 g� 12. 4,500 Ib. 144" 3 2' 0' 1,000 Ib. — i _ 1,000 Ib. 1 u- 132"-4- .� 42"4 B/B 3,000 Ib 4 -- g• 2' 3,Opn Ib. 114" 3 2' 0" 1,000 Ib. - — 2' 1,000 lb. — 108"_ k 36"-4 J 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. L'C. NO. 432725 • Lt-- PROJECT PETS MART�, FOR LOZIER INC. SHEE"r NO. 5 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 8- 1 2-9 3 (818)962-1162 • FAX:(818)962-1279 SINGL U 4,500 Ib. 682# 682# PECIFI ATION 4 - MAIN STEEL 50000 PSI s• 4 2• BASE PLATE STEEL 36000 PSI ANCHOR - WEDGE TYPE 1/2 x 3-1/2 MIN. EMB 4,500 ib. 682# FLl>OR SLAB 5" X 2500 PSI. REINFORCED 144" 3 2' SOIL BEARING PRESSURE 1000 PSF 0• SEISMIC ZONE 3. f 1,000 Ib_ 157# - 15� TYPE=SINGLE ROW UNITS. 0• -BASE SHEAR FORMULA=ZICpWp 1,000 Ib. 157# 157 - I_ f�--- 132" 42"4 lu = 132" SECTION AXIAL FORCE MOMENT BEAM MOMENT 1 5,600 Ib. 3,360 in.lb. 10,668 in.lb. <-standard Conn. 2 5,075 Ib. 15,225 in.lb. 15,812 in.lb. -standard Conn. 3 4,550 Ib. 13,650 in.lb. 13,773 in.lb. <-standard Conn. 4 2,275 Ib. 9,896 in.lb. 6,948 in.lb. <-standard conn. _ SINGLE ROWS DESIGN LOAD = 'CARIES BASE PLATE COLUMN BEAM � f ✓ 3X3X 14GA. ✓ 7 X 5 X .375 COLUMN STRESS =0.91 6 x 2-3/4 x 14 ga. BASE PINNED MAX LOAD/LEVEL= 9,440 Ib. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL~ ✓ HORIZONTAL f DIAGONAL f ✓ ANCHOR STRESS=0.28 11-1/2 x 1 - 1/A x 14 9 a 1 -1/2 x 1-1/8 x 1 4 g a PUNCT. STRESS=0.85 #OF ANCHORS = 2 - STRESS= 0.3R J STRESS= 0.96 BENDING STRESS=1.02 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT PETS MART FOR , LOZIER . ` INC. SHEET NO. _ 6 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE B-12-93 (818)962-1162 • FAX:(818)962-1279 3,000 Ib. 251# 335# SPECIFICATION MAIN STEEL 50000 PSI 8' A 2" BASE PLATE STEEL 36000 PSI ANCHOR -WEDGE TYPE 1/2 x 3-1/2 MIN. EMB .1. _ 3,000 Ib. 150# I �200# FLOOR SLAB 5" X 2500 PSI. REINFORCED 144" 2" SOIL BEARING PRESSURE 1000 PSF 0. SEISMIC ZONE 3. 1,000 Ib. 27# 36# TYPE=INTERCONNECTED UNITS. �0. 2' - BASE SHEAR FORMULA = ZIC(wLL / 2 +wDL)/Rw 1,000 Ib. 3# '4# ' 1 _ - 108"---� 36" lu = 108" SECTK)N AXIAL FORCE MCIMENT BEAM MOMENT 1 4,100 Ib. 866 in.lb. 2 3,575 Ib. 4,295 in.lb. 3,706 in.lb. <-standard conn. 3 3,050 Ib. 4,018 in.lb. 5,282 in.lb. -standard conn. 4 1,525 Ib. 3,648 in.lb. 5,833 in.lb. <-standard conn. 3,824 In.lb. -standard coin. B/B DESIGN LOAD = VARIES MASE PLATE COLUMN BEAM f ✓ 3XV14GA. f 7 X 5 X .375 OCN-UMN STRESS =0.38 6 x 2-3/4 r 14 ga. BASE PINNED MAX LOAD/LEVEL= 11,538 Ib. BEAM IS OAK. _OVERTURNING ?RACING _ SLAB & SOIL _ f HORIZONTAL f DIAGONAL d _ f ANCHOR STRESS=0.10 1-1/2 x 1 -1/8 x 1 4 g a i 1;2 x 1 -118 x 14 g a PUNCT. STRESS-- 0.55 # OF ANCHORS= 2 STRES'S= 0.1 1 STRESS= 0.30 BENDING STRESS=0.54 I 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT PETS MART FOR LOZIER INC. SHEET NO. 7 OF_ 1 5 MATERIAL HANDLING ENGINEERING CA:cuLATED BY _ C.T. DATE 8-12-93 (818)962-1162 • FAX:(8 18)962-1279 LADS & DISTRIBUTION_-$INaLE ROWS 1 LIVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA) = wLL. DEAD LOAD PER SHELF =wDL. SEISMIC SHEAR BASED ON SEC. 23-12(g) THE U.B.C. = V. WHERE V=ZICPWp. 4,500 Ib. 68 # SEISMIC',ZONE = 3 4 – Z = .3 I 1 = 1 8. Cp = .75 (2/3Cp for GROUND LEVEL INSTALLATION) Wp = wLL + wDL a,5oo Ib. 682# 144" 3 wDL = 50 Ib. o• 1,000 Ib. 157# so 0' SINGLE FACE UNITS 100o Ib. 157# LONGIT�JpINAL &TRANSV�SE D.`F�.F TI - Vlong = .3 * 1 * .75 * (2/3) ( 11000 + 200 �`— 132 ----� lu = 132" Vlong = 1 ,680 Ib. Vtrans = Vlong 682# A2' 682# 2" 157# ---- 0 z• 15l# TOTAL FRAME LOAD = 11,200 Ib. 42" I i 14180-1 LIVE OAK AVENUE • BALDWIN PARK CALIFORNIA 91706 • CONT'R. LIC. NO. 42725 PROJECr _ NETS MART FOR LOZIER INC. SHEET NO. 8 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. (818)962-1162 • FAX:1.818)962.1279 _ DATE 8-12-93 I,QNGITUDINAL ANALYSIS:SINGLE ROWS THE ANALYSIS IS BASED ON THE PORTAL METHOD,WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS,EXCEPT FOR THE LOWEST PORTION,WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY,THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION,WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong = 2 * Vcol = 1 ,680 Ib. Vcol = 840 Ib. F 1 = 79 Ib. R- - _- F 2 = 79 Ib. 40 in. �.„c,.� F 3 = 341 Ib. Fl - - F 4 = 341 Ib. -- --�- -- 4 in. 6 in. BASE ASSUMED PINNED. Mbase - 0 in.lb. Mupper + Mlower = Mcr-,nn'R' + Mconn'L' - M°pl— Mconn'R' = Mconn'L' Mconn * 2 = Mupper -F Mlower �-- --� Mconn = (Mupper + Mlower]/2Mean.-R- M Irwn RESULTING FORCES ON COLUMN SECTION AXIAL_LQA_D MOMENT Mconn 1 5600 3360 2 5075 15225 10667 r 3 4550 13650 15812 4 2275 9896 13773 14180-1 LIVE OAK A'✓ENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC, NO. 432725 PROJECT PETS MART _ 4 LOZIER FOR � INC SHEET NO. 9 OF 1 5 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 8-12-93 (8 18)9621162 - FAX:(8 18)962-1279 CtQLUMN ANALYSIS : INGLE RI COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL. Pmax = 5,075 Ib. Mmax = 15,225 in.lb. Kxlx/rx = 1.2 * 40 / 1 .317 = 36.4 <-GOVERNS r� A Kyly/ry = .8 * 42 / 1.096 = 30.7 ==Er= __ Cc (- 2n"2E/F ^.5 Y) f = 107.0 I SINCE KI/r <= Cc, B Fa = .522Fy - [(kl/r*Fy)/1494]^2 = 2.4,612 psi. fa = Pmax/Area (� = 7,609 psi. C fb = Mmax/Sx SEr�TION PROPERTIES = 19,747 psi. A = 3" 0 = 3" C = .75" D = 0" fa/Fa = 0.31 >.15 E = 0" Wt. = ON Fe = 127T^2E/23(Kxlx/rx),12 t1 = .0747" t2 = 0" Area = .667"^2 Fe = 112,419 psi. Ix - 1.157"114 ly - .801"1*14 Sx = .771"^3 Sy = .513"^3 Fb = .6*Fy = 30,000 psi. rx = 1.317"^2 ry = 1.096"^2 Cm*fb/Fb[1 -fa/F'e] = 0.60 COMBINED STRESS = 0.91 T 7_7 T - - 40" 42" -__--- -4 37" 42" I Front Viow $A vio. I 14180-1 LIVE OAK A IENUE - BALDWIN PARK CALIFORNIA 91706 CONT'R. LIC. NO. 4327'_5 PROJECT PETS MART FOR LOZIER 1 l +INC SHEET NO. 1 —_—�_--OF _— 1 5 MATERIAL-HANDLING ENGINES-HiNG CALCULATED BY _ C.T. — DATE 8-12-93 (818)962-1162 " FAX:(818)962-1279 BEAM ANALYSIS :SINGLE ROW — BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 10091b FIXITY.THUS,THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACfTY,THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25%OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. lact = 132.0 in. 2.75^ — Imax = [1950 i 1200(M 1/M2)]b/Fy 1.75"4 SINCE M1/M2 = 1 .0 Imax = 3150*b/Fy = 173 in. 1.625^ SINCE Imax > lact Fb = .66Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 6^ 1) BENDING CAPACITY t = .0747 in. M = Sx* Fb = wl^2/8 77880in.lb. CAPACITY = 2(8"M/1) = 94401b. Sx = 2.350 in.^3 2) MAXIMUM ALLOWABLE DEFLECTION (U-180). Ix 7.350 in.^4 A = 5wl^4/384EI CAPACITY = 21(38,'.E1)/(5*180*1^2)] = 106181b. MAXIMUM STATIC LOAD PER LEVEL IS 9,440 Ib. AVOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wl^2/8 = LIVE.L.OAD"L/(i"8) Mallow(static) = Sx Fb Mimpact = 1.125"Mstatic Mallow(selsmic) = 1.33 " Sx Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL_ Mstatic Mimpact Mallow Mseismic Mallow RESULT 1.125 Mstatic (static) (seismic) 1 8250 9281 77880 10667 103840 GOOD 2 8250 9281 77880 15812 103840 G00D 3 37125 41765 77880 13773 103840 GCCD 4 37125 41765 77880 6948 103840 GCM 14180.1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 . CONT'R. LIC. NO. 432725 S MART PROJECT PET FOR LOZIER INC SHEET NO. 11 _OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. _, DATE 8-12-93 (818)962-1162. • FAX:(8 18)962.-1279 BEAM TO COLUMN CONNECTION: Muppet Mconn=( Mlower + Mupper )/2 + Mend j--,••�\ C A-QIT OF CONNECTOR; Mconn "L" Mconn "R" _BH AR 5 APA !TY OF7_/16" DIA, STUD A=.4375^27r/4 = .15 "^2 Fy=50,000 psi Pmax=3000 # —'� Mlower bjUEARING ON SOLUMN: Abrg.=t * D t=.09 min .4375 * t Fy=42000psi min. Pi Pmax brg.=A * F T �,�.,,..�. = .4375t * 2.1 * Fy i P, ` 2" = 3473 # > 3000# 4" glMOMENT CAPACITY OF BRA_QKEY: 2" __ * nding C d .50 M - cap S Fbe — s• = .105 * .6 * Fy C=Mcap/.5 = 1 .667 P1 1 P1=Mcap/.835 3'1 Sbracket= .105 in^3 = .0754 Fy = 3168# > 3000# I L SINCE PLUG GOVERNS P1=3000# } Mconn. cap.=P1*4.5 + P2*2.5 + P3*.5 C= P1 + P2 + P3 = 5.95 * 3000 C=P1 + P1(2.5 /4.5) + PI*(.5/4.5) C=1.67 PI = 178510 "# P2=(2.5/4.5) P1 = 1667# P3-(.5/4.5) P1= 333# Mconn. seis..= 1 .33 * Mconn = 23,741 "# 14160.1 LIVE OAK AVENUE • BALDWIN PARK • CAL IFOF.N.A 91706 • CONT'R. LIC. NO. 432725 PROJECT _PETS MART _ FOR LOZIER INC. SHEET NO. 12 OF 1 5 MATEHiAL HANDLING ENGINEERING CALCULATED BY C.T. _ DATE 8-12-93 018)962-1162 - FAX:(8 18)962-1279 TRANSVERSE ANALYSIS : BRACING :SINGLE ROWS IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSi AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME,ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. l-IQRIZ TALC lNQ :QQM_FjEa$N MEMBER Vtrans = 1680# -- kl/rmin = [ .8 * 42 J / .3616 D1= 50.9" = 92.9 I+ Fa =.522Fy-[kl!r*Fy/1494J^2 L.= 42" = 16429 psi. fa/Fa =Vtrans/(Area*Fa) 0.38 DIAGOINAL BRACING -. C MPFiE SIGN MEMBER - D= 42" — L diag. = [(L-6)A2i-(D-2*BCol)^2.1^.5 50.9 HORIZONTAL BRACING Vdiag =Vtrans * Ldiag. / C 2036# w Area= .269 "^2 kl/rmin – j 1 * 50.9 J / .37 rmin= .3616 " H t= .0747 " = 137.5 W= 1 .5 " H= 1 . 125 " Fa =[12Ir^2E]/[23(kl/r)^21 7887 psi. fa/Fa =Vdiag/(Area*Fa) DIAGONAL BRACING = 0.96 Area= .27 "112 rmin= .37 " FI t= .0747 " W= 1 .5 " H= 1 . 125 " 14180-1 LIVE OAK AVENUE • BALDWIN PARK CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT PETS MART LOZIER FOR - INC. SHEET NO. 13 OF 15 MATERIAL_HANDLING ENGINEERING CALCULATED BY r` C.T. -_ DATE 8-12-93 (818)962-1162 • FAX:(818)962-1279 OVERTURNING :SINGLE ROWS ANALYSIS OF OVERTURNING WILL BE BASED ON SECTICV 2336 OF THE 1991 U.B.C. FULLY LOADED TOTAL SHEAR = 1680 Ib. Mot = Vtrans * ht 682# = 1680 * 98 — = 165165 in.lb. 2• Mst = lWp * di2 = 11000 42 /2 682# = 231000 in.lb. Puplift 1= (Mot - Mst)/d Puplift <= 0 NO UPLIFT '- 2" TQ SHELF LOADED 167 SHEAR = 682 Ib. _ Mot = Vtop * h 42"4 - 682. * 144 98280 in.lb. Mst - Wp * d/2. 4500 * 42/2 -= 94500 in.lb. Puplift - 1(Mot - Mst)/d 90 Ib. <- CRITICAL USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 MIN. EMBED. = 875 lb. PULLOUT & 1500 Ib, SHEAR COMBINED STRESSI = 0 / 1750 + 840 13000 = 0.28 COMBINED STRESS2 - 90 / 1750 + 341 / 3000 = 0.17 14180-I LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 '• �/ PROJECT PETS MART FOR LOZIER ZINC. SHEET NO. __- 14 OF 15 - MATERIAL HANDLING ENGINEERING CALCULATED BY C.T. DATE 8-12-93 (818)962- 162 • FAX:(8 18)952-1279 - "- BASE PLATE : IN LE R WS BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P,COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb(IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb.THEY ARE 1)MOMENT CAPACITY OF THF 'IASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2(FULL FIXITY). k1b IS THL. aMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 9532 Ib. B = 7 in. D = 5 in. t _ .375 in. b = 3 in. b1 = 2 in. P/A == Pcol/(D*B) - 272.3 psi. Mhase = WI^2/2 = 1112/2(fa) Mbase = 544.7 in.lb. Sbase = 1*t^2/6 = 0.023 in.^3 Fbase = .75Fy * 1.33 = 36000 psi. fb/Fb = Mbase/(Sbase*Fbase) = 0.646 Pc111 I I hl h hl --- B -- 1 fa � 14180.1 LIVE OAK AVENUE BALDWIN PARK CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 PROJECT PETS MART _ ' l FOR _ LOZIER INC. SHEET NO. 15 OF 15 MATERIAL HANDLING ENGINEERING CALCULATED BY �' � DATE 8-12-93 (818)962-1162 • Fo`X•(818)962-1279 SLAB AND SOI!.SIN LE ROWS THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL,ACT AS A FOOTING. fWFUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1 .4 * ^col + 1.7 (Mot/d) 14,525 Ib. Fpunct = 2*s,4rt(f c) = 100.0 psi. punct = l(%.v+t/2)+(d+t/2)1*2*i = 170.0 in.112 fv!Fv = Pmax/(Apunct*'-pugpct) = 0.85 t (b) SLAB TEN5IQN b �r Asoil = Pmax/(1 .33 * fsoii) - 10.89 ft.112 = 1,569 in.^2 L = sgrt(Asoil) = 39.6 in B = sgrt(w*d) 4- t = 10.9 in. Mconc = wb^2/2 = (1 .33*fsoil*b^2)1(144*2) 13A PLATE w = 7 in. = 952.8 in.lb. d = 5 in. Sconc = 1*t^2/6 - 4.17 in.^3 Fconc = 50 *sgrt(f c) = 225.00 psi. QQNCREfE fb/Fb = Mconc/(Sconc*Fconc) = 1 .02 t == 5 in. Pc 2500 psi. SOIL f = 1000 psf. L 14180-1 LIVE OAK AVENUE • BALDWIN PARK • CALIFORNIA 91706 • CONT'R. LIC. NO. 432725 August 11, 1993 CITY OF TIGARD 13125 S.W. Hall Boulevard Tigard, OR 97223 Phone: (503) 6394171 ATIN: Mr. Mark Burrows, Plans Examiner RE PETsMART Tigarl, OR KDRA Job No. 93451 PIAN CIIFCK NO.: 6-52C - 7500 S.W. Dartmouth St. Dear Mark: The follewit.g comments are in reference to the Plan Check at the above referenced project. The comments below have been prepared in response per items received. 1. All site issues are being handled by Alpha F,ngineering, Mr. Ed Christensen, phone no.: (503) 452-8003. It is our understanding that all site Issues have been previously approved through the building department. Ibis project was prepared based upon a pact-ready site. 2. Detail SP4 on Sheet SP was revised to lower the rail to he no greater than 2" above the concrete slab. 3. Please review Sheet A3,A4,anti Details 10/A and IO/B on Sheet AD3 for compliance to one hour amsiruction at end of canopies. 4. Detail 17/ADI was revised to comply with seismic regiurements at the suspended ceiling areas. 5. Please review Sheet A6, Room finish Schedule, and Elevations 1, 2, 3,and 4 on Sheet A7 for compliance with hard non-abrasive surface at the water closets and urinals. 6. See Detail SP4/SP and Detail SPP/SP. 7. Soils report for this project has beer, submitted within the originail building specifications. 8. See note on Sheet Al2 in reference to six mil thickness of the visquean vapar barrier. 9. 'we enclosure. 10. See Sheet M1 and N41.1, al-Ai M2 have been revised for seismic ties and straps as required. Please call me if you have any questions or if I may be of any further assistance. Sincerely, KURT D. RFED ARCFIITECI' Clay A C iappini CAC/Ijs Senior Project Manager cc: Martin Rankin, PF:fsMART Kurt Reed, KDRA File July 61 1993 CITY OF TIGARD y Kurt D. Reed Architect OREGON 3260 N Hayden Road, Suite #1013 Scottsdale, AZ 85251 Project: PetsMart- Plan Check #6-52C 7500 SW Dartmouth Street Subjects Building Plan Review ( 1991 UBC with Oregon Amendments) The plans for this project were .reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. One in eig:at accessible parking spaces, but not less than one, shallbe served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104(g)2B) . 2 . The ramp detail on sheet SP4 requires a two inch edge protection on each side of the .ramp per section 3109((1)6. 3. Both ercis of the canopy (horizontal projecting elements) shall -e of not less than one-hour fire-resistive construction. Submit listing for one-hour rating. see sheet A-4 note #7- synthetic stucco on 2-1/2 inch foam on 1/2 inch plywood (505(f) 3) . 4 . Submit a typical. detail for installation of t Fie suspended ceiling for seismic zone 3. 5. Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface to a height of 4 feet minimum (section 510(c)2) . 6. The Tuardrail on the landing at door 33 to be 42 inches in height minimum (section 1712(a) ) . 7. Submit soils report. 8. Sheet A1.2, general note #1 doers riot specify the mil thickness of the visqueen. 9. Please submit one more set of plans . The City has received 3 sets of plans, Vut we need 4 sets to complete the plan review procerus . 13125 SW Hail Blvd., Tigard, OR 97223 (.503) 639-4171 TDD (503) 664-2.772 10. Sui_+mit, seismic bracing details for the mechanical. cguipment on the roof which exceeds 500 pounds per unit- . Please make these corrections on the app.ropi.ate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review. If you have any questions or concerns, please d,) not hesitate to call. Sincerely, Mark Burrows Plans Examiner FAX (503) 604-7297 DATE: PLANS CHECK NO.: PROJECT TITLE: — A--- COLTI`I'IYWIDE TRAFFIC IMPACT FEE APPLICANT. -- WORKSHEET -___— MAIUNG ADDRESS: (FOR NON-SINGLE FAMILY USES) /oo0O All —� GTY/ZIP/PHONE: RATE PER _jQll!PLW-eX4 C11,1111, TAX.-- �146.oa rAxSMAP N RESIDENTIAL3loD� d�so1 B�C.OMMERO r .00 SMJS NO.ADDRESS: OFFICE —$1 ��� R�/ _ 141. 5 7r 00 5b(zri3--QODa INSTITUTIONAL $60.00 i PAYMENT METHOD: I t�j lLX..' CREW ;F ONLY: TF BANCROFT(PROMISSORY NO LAND use CJ1TCdORY DeSCFgPT1oN OP USe Y AVCS TRIP vVE<1�N0 Ave TRIP a� DEFER TO QfCUPANGY BASIS: s�-5 C�NsT�GIC'T/vAJ D F t� 5 , 1!/(o•00 Biu/r oi.J 64 a 5C IO F �f9k'f=rte/L �A2�� Pfl1Z 7' 70 i3DF A)7'4l CALCULATIONS: X s / G f _�,� X l G b�' � � 0�y x t 37,00 1//,. 7 PROJECT TRIP OENFJtAT10N: 3 -T i7�uiy 7 DSL _ `EE: G z y .0 --- - FOR ACCOtWTWq PLOWS ONLY: ADDITIONAL NOTES: "lG L.SF = %/'�Nr�+/� Gfc:US� C�,�,►�s'/E_ S�'r.�A�'t ��-t 7r R_S.5 751 r' te, 6Z3.00 ocr"PA)UCY AAI/-) LC A/07' 6("1114)7/!_. AFit2 -Sti[,V �P o 113 -7N� A/n 0107 ��� iNc,� g 7U -#(0y, 3y�00WA.`aONGTONCOUNTYTFNOTEBOOK form toll l CITY OF TIGARD OREGON June 2.9, 1993 PITsMART 10000 M 31st Avenue Phoenix, AL 85051 Rt: Traffic impact Fee for PSTsMART store to be located at 7500 SW Dartmouth Street 1n the City of Tigard (WCTM 1S1 36AC 2501) Dear Applicant: Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $62,649,00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for pay.;-ant over time by signing a promissory note. (If you wish to exercise tW.s second option please contact me for additional details.) The third option is to defer payment until occupancy. (If payment is deferred to occupancy and occupancy does not occur before July 1, 1993 tae TIF automatically increases by 4.3% to $64,342.00,) Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the Ct.ty Recorder no later than 3:30 p.m. on July 14, 1993. Although filed with the City Recorder., an appeal would be heard by the Washington County Hearings officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 3901. Sincerely, Vi Goodwin Development Services Facilitator c: TIF file Building file Kurt D. Reed, Architect 13125 11V Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 C I7 Y OF T I GARD — RECEIPT OF PAYMENT RECEIPT NO. s93-24154A 0 CHECK AMOUNT r 1727. ON Nf,)ME: s PETSMART CASH AMOUNT ,41 DRESS a 10000 N. 3167 AVENUE PAYMENT 1)ATF.. a 06lr^..1 /93 SUITE C-300 f;l JOD I V VS ION PHOENIX, A7 8 X051— •-URE OSE OF POYMFNT AMOUNT VIA 11) PURPOSE (IF" RAYME:N"C AMOUNT PAID 'Pl..AN-CHECK..FF 1727. 00 _._._._._..__...�.,._..,....�_....._...._._._ ..__._........._..._ :IIS WOODS 1_taNCHF.CK {=El= 11-.ANCHE_tX #6—Eir.C: C)1 Al_ AMUUN'T PAID — — — > 170-7. 00 LETTER OF TRANSMITTAL KURT D. REI?D ARCHITECT DMT: lune 17, 1093 3260 North Hayden Road, Suite 108 Scottsdale, A/'.. 85251 (602) 941-1440 SHIPPING TO: AI.PIIA ENGINEERING INC. Plaza West, Ye. #230 9600 S.W. Oak Portland. ()R 97223 ATIN: Edward K. Christensen, I".E. Director of Engineering FOR DFI,IVF,RV TO: THE CITV OF TIGARD, OREGON PRO.IIiC'I': 1'1;'IsMART - 'Tigard, Oregon KDRA .lob No. 93451 WV ARIA. SENDING YOU Co les Date No. Description 3 6/10/93 1. Submittal bonds 3 6/10/93 2. Stamped Specifications 3 6/10/93 3. Energy Calculations 3 6/10/93 4. Structural Calculations 1 6/10/93 5. Check for Fee THESE ARE TRANSMfI'ITD: For submittal to City COMMENTS: Please submit A.S.A.P. FROM: Clay Chiappini CC: Martin Rankin Paul Dillrito Kurt Recd File 0 Form 2a JUN . 9 1993 SUMMARY Project 1. Project Name -- 2. Project Address xst 3. Cityrrown TCsr df'-ti _4. Buildirg Area(ft2) Attached Chapter Type I.D. Description Attached Formsand ---- ---___ - —_ — ------ --- — - ----- Worksheets Building Envelope Form 3a Prescriptive Path J 3b Component Performance Path C] Check boxes to indicate the Worksheet 3a Wall U-values 1 ! attached forms 3b Roof U-values 0 and worksheets. 3c Floor U-values �1 3d Average Thermal Values Jal Systems Form 4a Systems Worksheet 4a Unitary=lr Conditioner—Air Cooled 4b Unitary, it Conditioner—Water Cooled U 4c Unitary F Sat Pump—Air Cooled U -td Unitary Heat Pump--Water Cooled U 4e Unitary AC&Heat Pump—Evaporative;y Cooied U 4f Packaged Terminal AC—Air Cooled O 4g Packaged Terminal Heat Pump--Air Cooled ❑ 4h Water Chilling Packages—Water&Air Cooled ❑ 4i Boilers—Gas-Fired and Oil-Fired ❑ 4j Furnaces fig Unit Heaters—Gas-Fired and OII-Fired 21 Artificial.t_ignt Form 5a Interior Lighting U 5b Lighting Schedule ❑ 5c Interior Lighting Power ❑ 5d Exterior Lighting ❑ Worksheet 5a Interior Control Credits ❑ Applicant 5. Name — (.,�aP , 8. Telephone .1-1!:G S. Company p , ,es.� "v 9. Date 7. Signature Other No.of Pages Description of Document Pocuments ----- - '1P*�-J isG� `I.r^' , �AT�. bl���i i vel 112) Enter all supporting _ — calculatiuns, test reports and catalog cuts. (V93) Forrns 2-1 t Form 3b COMPONENT PERFORMANCE PATH healed 1. Above-Grade Walls--Code Maximum Uo from Table 3g. Enter hers and In cell 3(c)and 4(c) Building 2. RooYCeiling-Code Maximum Uo from Table 3g. Enter here and Ii cell 5(c) 'Enter the average -'T U-values from (a) (b) (c) (d) (e) (f) Worksheet 3d in Building Area or Code Max. Actual Target UA Actual UA tells 3(d).4(d)and Component Length U or F Lis or F°` b x c b x d 5(d). 3• Windows and Glazed Doors 4,11 �, ,ev_ G bFora slab with 4. Above-Grade Opaque Wails&Doors I• ''• fl? ��:• 1,I � '�r the min.Insulation level(Table 3g), 5. Roofs and Skylights �1.y� ft2 ,+7 r ✓" 0. (O 7G" ,Z enter 0.58 into cell - -- 7(d). Otherwise, 6. Floors over Unheated Spaces h2 0.08 enter 1.34. -- -- 7. Unheated Slab on Grade Floor 0.58 `For an heated slab with the min. 8. Heated Slab on Grade Floor L10 It 0.90 insulation level, enter 0.90 into cell 9. Target and Actual UA.Total columns(e)and(f) 8(d). Otherwise, 10. Enter"Y"if the Actual UA of cell 9(f)is less than Target UA of cell 9(e).Otherwise,redesign enter 2.73. _ - Cooled 11. Summer Design Temperature from Table 3g,°F _ I ev Building _ 12. AT.Subtract 75°F iron,line 11. Enter here and In cell 15(d) Gj "Enter the 13. Solar Factor from Table 3g. Enter here and in cell 18(d) average U-value of the windows, 14. Above-Grade Walls-Code Maximum OTTV from Table 39 };' walls,and doors from Worksheet (a) (b) (c) (d) (e) (n 3d. Building Area Actual (b)x(c)x 'Enter the Component _ sf U-valued AT _ TDeq�_ ((d)or(e)) average TDEO 15. Windows and Glazed Doors from Worksheel --- 3d. 16. Above-Grade Opaque Walls&Doors ",4 I0i , 9 rEnter the average 17• Total column(b) I �' �• _ SC-value of the windows from (e) (b) (c) (d) (f) Worksheet 3d, Building Area Actual Solar Component _ Its SC valueFactor b x c x d 18. Windows and Glazed Doors 19. Grand Total.Add cells 15(f), 16(f)and 18(f) I I Vis. 20. Actual OTTV. Divide line 19 by cell 17(b) (A 21. Enter"Y••if the Actual OTTV(line 20)is less than required O1Tl(line 14).Otherwise,redesign Envelope 22• "The perimeter insulation for the slab-on-grade floor shall extend downward from the top of the stab for a minimum distance of 24 Inches. See Section 5303(d). Enter the 1'7�s41,.��l�C�►�a ! reference to plans 23. Below-grade walls shall be insulated with a minimum of R-5 insulation extending and specifications the!oil height of the wall to the lop of the lowest floor or 10 feet below grade, that shows whichever Is less. complr'ance with _ the requirements. r> r pep r- 0,37 24. Manufactured doors and windows are certified according to ASTM E 283 for I 0.37 cfm per foot of window sash crack and 11 cfm per foot of door crack. 25. On the warm side(winter)of the insulation for the walls, roof and floor,Install a �G tiftGN 17L�rtl•Jf'r�� vapor barrier with a perm rating of one or less. See Section 5303((). GJ( !i I FIGrdT�G!•) Wurlcshcc°t :ia (c ont'd) WALL UNGLUES Brick on (al (b)-- ---��� - - --(d) Stud Wall layer Description Detail R-value Sae Table 3c for Exterior Moving �i R-Values of air - - -- Surface Air 0.17 spaces. See Table 3b for - A Brick �l/ � 60,015 R-Values of brick, Air sheathing and - B gypsum wallboard. $ ace See Table 3a for - - _ _- --— - C Sheathing R-Values of frarnin /insulation. Framing/ Insulation t tJ��J`'�� �•i�- E Gypsum — Wallboard Interior Still Surface Air 0.68 1. Total column(d) 2. U-value. Invert the amount in line 1 r• .,r Ply od - (a) (b) _ (c) Sidin n Layer Description Detail value Stud W — -- -- - Exterior Moving 0.17 See Table 3b for Surface_ Air R-Values of '— plywood sid'V, n --___ A Plywood sheathing and -- - gypsum wallboard. B F tee Table 39 for — R-Values of ---- --- ----------- - — C Sheathing D framing/insulation. — Framing/ Insulation _ -- -- E Gypsum Wallboard _ Interior Still 0.68 Surface Air 1. Total column(d) 2. 4plue.Invert the amount in line I I I I 3-12 Chapter 3- Building Envelope (1/93) Wurksheet 3a (cont'd) WALL U VALUES Aluminum (a) (b) - (c) - _ (d) Siding on Layer Description Detail R-value Stud Wall -- -- -- Extanor Moving 017 See Table 3c for r - _ _Surface Air R-Values of air Aluminum spaces _.,_-- - - - -- -- A Siding_ See Table 3b for Air R--Values of `---- R Space aluminum siding, plywood sheathing _ _ -_�__ _ C Sheathing and gypsum wallboard. Framing/ See Table 3a for _ Insulation R-Values of E Gypsum framing/ _ Wallboard insulation Interior Still --- -- -_ 0.88 Surface Air 1. Total column(d) 2. U value. Invert the amount in line 1 Generic Wall _ (a) (b) (c) — (d) ,See Table 3c for R- Layer Description Detail R-value Values of exterior Exterior vi, •-,l and interior --- --- Surface surfaces. See Table 3b for •- — - - _- A R-Values of - building materials •- -- -------- B See Table 3a for R-Values of •- _- - C framing/insulation. - - --- - D ----- E _ -- --41 Interior ALL, Surface A.I F{ �r 1. Total column(d) 71070, 2. U-value. Invert the amount in line 1 r 14 X1931 Worksheets 3-13 01 Worksheet 3b (cont'd) ROOF UNALUES Generic — — (e) (h) (c) _(d)� Roof • I Layer Description Detail R-value See Table 3c for 'Exterior R �i-J R-Values of • Surface 41 , exterior and ---- — �'i��?J� inferior surfaces. •``` A See Table 3c for P-Values of air NA aaj F13v J1T ? D spaces. Ir , See Table 3b for C R-Values of - building materials - ID See Table 3a for \\ H-Values of metal ` � E and wood stud/ --- Insulation and Interior metal truss/ Surface insulation. 1. Total column(d) � g 2. U-value. Invert the amount in line 1 , .mal „�-;� Worksheets 3-15 Worksheet A (cont'd) ROOF UNALUES Generic (b) (C) _T(i).� Roof • -� ` Layer Description Detail R-value See Table 3c for Exterior MOv1 1 I 6 ^ R-Values of �` `\ Suriace &19 _ 017 exterior and ------ — —�� ou I V interior surfaces. • �� � A (7peFl�lC� j pli (� 0 See Table 3c forMAI R-Values of air T4+a--�s ' �, 'a B laL'6TT1Ot f�✓C� K'�l f� '��'0 spaces. See Table 3b for r R-Values of ---- — building materials `\\ D See Table 3a for — I -- R-Values of metal E and wood stud/ \` GE'L 0& !�_— Insulation and �, Interior metal truss/ Surface Alf? Insulation. -- —" 1. Total column(d) 2. U-value. Invert the amount In line 1 g nm3i Worksheets 3-15 Worksheet 3c FLOOR UNAILUES Wood Deck „�,,,,,4,u,,,,,,,�,,,,���,��,,,,,��,,,,„,„r,u„�„�,,,,eU uuu,m„nu�ua _ (a) (b) (Cl (d) See Table 3c for R- Layer Description retail R-value Values of exte Tor Interior StiA and interior Surface Air 0.92 surfaces. See Table 3b for �\ A Carpet R-VdlUes Of wood --- ,� wood Deck/and ca et. -- -- -- -------+_ l3 See table 3a for � Sheathing �� \�_ Wood Joist/ R-Values of wood C joist/insulation Insulation Exterior Moving 0.17 Surface Air 1. Total column(d) 2. U-value. Invert the amount in line 1 Generic -- — (a) (b) (c) (d) Floor � � �`. Layer Description Detail R-value See Table 3c for F- �\ interior *T,L,-t, Values of exter \ Surface A-1 F= r�'G and interior Ude)L,501 surfaces. A See Table 3c for R- alues of air - �,� ��: Gv►Jcr° GJ2& spaces. See Table 3b for C� 0 Values of burbluig materials D i See Table 3a for - R--Values of metal E and wood joist/ _ insulation and metal Exterior _ truss/insulation. Surface 1. Total column ril 2. U-value. Invert the amount In line'I 3-16 Chapter 3-Building Envelope iMl Worksheet 3d AVERAGE THERMAL VALUES Windows fa) (b) (c) (d) (a) (fl and Window and Glazed Door Area UA Shading SC A Glazed Description (sf) U-value (b)x(c) Coefficient (b)x(e) Doors 04 41� Z�7 7 1. Total Columns 221 r)• g '7,0-7, 2. Average U-value. Divide cell 1(d)by cell 1(b). Enter here and on Form 3b,cells 3(d)and 15(c). 3. Average SC-value, Divide cell 1(f)by cel! 1(b). Enter here and on Form 3b,cel! 16(c). Opaque (a) i (b) — Walls and Wall and Door Area UA UA TDeq Doors Description.__ (st) U-value (b)x(c) TDeq' (d)x(t) 'See table below. 4. Tota!Columns �� ! �� o, 5. Average Il-value. Divide cell 4(d)by cell 4(b). Enter here and on Form 3b,cells 4(d)and 16(c). I G 6. Average rDeq.Divide cell 4(g)by cell 4(d). Enter here and on Form 3b,tine 16(d). TDEg Wall Construction—Mass Per Unit Area TDeq (lbs/st) (°F) 0 to 25 44 26 to 40 37 41 to 70 _ 30 71 and above ?- 23 (1193) Worksheets 3-17 N f Worksheet 3d (cont'd) AVERAGE THERMAL VALUES Roofs and (,j - M (C) Skylights Roof and Skylight Area UA Description (st) U•value (b)x(c) 7. Total Columns ✓J�.,J„ ,r�•1, 8 Average U-value.Divide 7(d)by 7(b).Enter here and on Form 3b, cell 5(d). ,J Floor over - (a) (b) (c) (d) Unheated Floor over Unheated Sp.;a Area UA Space Description (sf) U-value (b)x(c) 9. Total Columns Y 10. Average U-value. Divide 9(d)by 9(b).• Enter here and on Form 3b,cell 6(d). 3-18 Chapter 3-Building Envelope „��, • For-in 4a SYSYEMS System --- — _ -- Controls 1. To reduce mechanical cooling during mild and cool weather,each fan system over 3,900 cfm and 90,000 Btu/h cooling capacity shall have an air or water econorr izer system'.The economizer controls shall be 'See Section integrated so that mechanical cooling and economizer cooling can operate at the same time. 5304(a)I for moreJA Yes,all of the above is true. information. °See Section Otherwise,check one or more boxes to indicate the exception: 5304(a)4 for more 0 The outdoor air is of poor quality and requires extensive treatment. Information. U Humidification or dehumidification uses more energy then is saved by outdoor air cooling. U Cooling with outdoor air affects the operation of other sy.:tems increasing the overall energy consumption of the building. U The building uses heat recovery or some other energy recovery system. 2. The system controls automatically set back the temperature or shut down equipment during unoccupied periods or periods of alternate uses of the space. Yes,all of the above is true. 3. To prevent simultaneous heating and coaling in the same space,temperature and humidity controls shall sequence the supply of zone cooiing and heating'. X Yes, all of the above is true. Otherwise,check one or more boxes to indicate the exception: U In zones with Variable Air Volume(VAV)systems,the zone controls limit the volume of supply air before reheating, recooling or mixing hot and cold air streams as per Section 5304(a)4. U In zones with special pressurization or cross-contamination concerns,the zone controls automatically reset supply air temperatures to reduce the inefficiency of simultaneous heating and cooling. U At least 75910 of the energy for reheating or for providing warm air in mixing systems is provided from a site-recovered or on-site solar energy source. U Zones require specific humidity levels,such as computer rooms and museums. U Zones have peak supply-Jr flows of 300 cfm or less. Mis cella- 4. The ductwork has insulation according to Table 4a. `^ neons , Yes, all of the above is true. 5. The piping has insulation according to Table 4c. 0 Yes, all of the above is true 6. The hot water system prevents flow over 3 gpm for showers and 0.5 gpm for lavatories;and limits outlet temperatures to 110''F for lavatories. Yes, all of the above is true. ,,�„ Forms 4-1 Workshcet 4a UNITARY AIR. CONDITIONER AIR. COOLED Proposed'. --fa)--T--- - (b) (C) - -(d) Equipment Exclude package Proposed terminal air Cooling Compliance Iconditioners and Equip. Mode I Capacity EER Schedule' room air condition- ID DesignaJon (Btu/h) SEER (95°F db) (A-E) ers. If the unit is a split r -n;7,Ad's r_1 d — .5,a-fifz system,Include - -- — themodelnumber for both the -- condensing unit ,ts G-G _F C'I0'-� and coil In the model designation. G'!;9 1440 n/ 'Enter the letter from the table below. G•�' "►�Fid�)f?/ 1 rI.'�U a i �(,Gb — ,7 �- 1. Does the propn4;ed equipment meet the required equipment efficiency?Enter"Y"It true. 2. Check boxes to Indicate the source of information. O ARI Unitary Directory, Section AC(Enter the page number) O ARI Applied Products Directory,Section ULE(Enter the page number) Product data(Attach data furnished by the oquipment supplier) Required _ — EquIpment Cooling Capacity!Btu/h) Minimum Performance Efficiency Complia ice Equipment But not EER For single phase Schedule Type Over— over-- SEER (95°F db) units over 65 Mbh capacity,use Schedule C or D. A Single Phase,Single Package 0 65,000 9.7 ---- B Single Phase, 0 65.000 10.0 ---- Split System Three I Phase, 0 65,000 ---- 9.5 C without 8 65,000 135,000 ---- 8.9 135,000 760,000 8.5 I Heating Section 760,000 ---- 8.2 ---- -- Three Phase, — 0 � —65,000 ` � -- 9.5 D with a 85,000 135,000 ---- 8.9 135,000 760,000 ---- 8.3 1 Heating Section 760,000 ---- 8.0 E Condensing Unit Only 135,000 -- 9.9 tIA3► Worksheets 4-7 r TAME" General Data Table 9-1 General Data f 3 Ton Downflow Units 4 Ton Downflow and Horizontal Unita YCD036C1 YCDO36C3,C4 YCa04BC1 YCr048C3,C4,CW Cooling Performance' — Gross Cooling Capacity 37,400 37,400 49,9u0 48,900 SEER' 10,00 10.00 1000 10.00 Nominal CFM 1200 1200 1600 1600 ARI Net Cooling Capacity 36,000 36,000 48,000 47,000 System Power(KW) 401 3.99 534 ',.26 Healing Performance' i vV Heating Models Low High Law High Low High Low High Heating Input 1`Btuh) 80,000 120,000 80,ODJ 120,000 90.000 120,000 90,(X10 1120,000 Healing Outnu,;nluh) 62,000 94,000 65,000 97,000 73,000 97,000 73,Lv)O 9/,01``0 AFUE V 78 78 78 78 78 78 7F 7B Steady State Efficiency 1%) 80 80 27.n 81.0 81.0 81.0 81 0 BID No.Burners 1 1 1 1 No.Stages i 1 1 1 Gas Connection Pipe Size(in.) 1/2 112 112 1/2 Compressor No[Type 1/Climaluff, l/ limetuff" 1/Clirnatuff" 1/Climaluff'" Sound Rating(BEL:;' 8.28.2 8.6 8.6 Outdoor Coll•Type Plate Fin _ Plate Fin Plate Fin Plate Fin I ube Size(In.)OD .375 .375 .375 .375 Face Area(aq N) 5.8? 5.87 7.43 5.87 Rows/FPI 2/16 _ 2/16 2/16 2116 Indoor.)oll-Type Plate Fin Plate Fin Plate Fin Plate Fin Tube Size(in.) .375 .375 .375 .375 Face Area(sq It) 3,61 3.67 4,83 4.83 Rows/FPI 2/15 2/15 2/15 2/15 Refrigerant Control Short Orifice Short Orifice Short Orifice Short Orifice Drain Connection No./Size(In.) 1/314 PVC 1/3/4 PVC 1/314 PVC 1/314 PVC Outdoor Fan-Type Propeller Propeller Propeller Propeller No.Llsed/Dierneter(in.) 1/24 1/24 1/24 1/24 Drive Type/No.Speeds DirecVt DireCVl Direct/1 Direcvl CFM 3t50 also 3940 3630 No,Motors/HP 1/.25 1/.25 1/.33 1/.33 Motor RPM 850 850 1075 1075 Indoor Fan-Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No.Used/DierWer(in.) 1/9 X 9 1/9 X 9 1/12 X 9 1112 X 9 Drive Type/No.Speeds Dfrect/2 DlrecV2 Dlrect12 Dhect/2 No Motors 1 1 1 1 Motor HP(Standnrd/Oversized) 33!.40 33/.40 .501.75 .50/.75 Motor RPM(Standard/Oversized) 107511400 1075/1400 8500040 850/1040 Motor Frame Size(Standard/Oversized) 48/48 48148 48/48 48/48 Filters-Type Throwaway Throwaway Throwaway Thioweway Furnished?-DoNnflow Yea Yes Yes Yes Horizontal — — Yes Yes (No)Size Recommended (2)20 X 25 X 1 (2)is X 25 X 1 (2)20 X 25 X 17 (2)20 X 25 X It Refrigerant Charge(Lbs of R-22)1 5.6 5.8 66 5.8 N01 Es t. Cooling Performance Is rated of 95 F amblent,W F entering dry bulb,67 F entering visit bulb and nominal the listed.ARI rating cfm Is 350 cfm1ton for this product Gross capacity does MI include the effect of Ian motor heat.ARI capacity is net and Includes the effect or Ian motor heat.Units are suitable lot operation to:20%of nominal elm.Rated In accordance with ARI Standard 210. 2. SEER is rated 3f ARI condition and in accordance with DOE test procedures. 3 Healing Performance lima settings and rating dais were established and approved under laboratory lest conditions using American National Standards Inslitule standards. Ratings shown are for elevation up to 2000 feet.For elevations above 2000 feet,ratings should be reduced at th r rale of 4%for each 100n loot above see lei el. 4 AFUE is rated in accordance wah DOE rest procedures 5 ARI Sound All Is rated In accordance with ARI Standard 270 e Refrigerant charge U an approximate value.For a more precise value,see unit nameplate and service Instructions. 7, YCH049C model requires(2)16 x 25 x I filters. . Indicates both downllow and horizontal units. 9 Worksheet 4; FURNACES & UNIT HEATERS--GAS-FIRED AND OIL-FIRED 1 Proposed — (a) ---��� — - --- (c) - -- - (d) Equipment Proposed E�=Thermal Heating - -- -- - -- Compliance IIficiency. Equip. Model Capacity Et Et Schedule' Determine the ID Designation (Btu/h) AFUE (Max.) (Min.) (A-E)thermal efficiency by subtracting the - - — measured stack ,a L_ p�f�i[/ G a , 8,p (chimney)loss - — from too percent. AG•Z o p' �/ Ratings for J6/-Gel 1970 minimum and -- maximum �1,G_(P rAj CV to cavo performances are - based on the _-7 01V 7(^l,D �] • provided controls. Enter the letter from the fable below. 1. Does the proposed equipment meet the required equipment efficiency?Enter"Y"if true, 2. Check boxes to indicate the source of information. 0 GAMA Directory(Enter the page number) Product data(Attach data furnished by the equipment supplier) Required Equipment Heating Capacity(Btu/h): Minimum Performance Efficiency But not Et Et Compliance Equipment Schedule Type Over— over— AFUE (Max.) (Wri.) Gas-Fired,Warm Air 0 225,000 784'° ---- A Furnaces and Combination 225,000 80-- 78% Furnace/Air Conditioner Oil-Fired,Warm Air B Furnaces and Combination 0 225, 78% Furnace/Air Conditionbr 225,000 - 813'0 81% C Gas-Fired, 0 --- 18% 75% Duct Furnaces - - [? Gas-Fired, 0 78% 74% Unit Heaters E Oil-Fired, 0 ---- ---- 81% 81% I Unit Heaters J 4-16 Chapter 4 - System t,reaf Data Table 10-1 General Data R 5 Ton hbwnllaw at Y Horizontal 6'h Ton Downflow 7'h"ton Downflow and Horizontal and Horizontal Single Corr-pressor Dual Compressor YCu060C1 YCe060C3,C4,CW YCe075C3,C4,CW YCe09OC3,C4,CW YC*09003,04,DW Cooling Performance' Gross Cooling Capacity 64,0070 62,500 75,000 92,00011 90,000 EER/SEER1 -/985 -/10,00 900/- 9.000/- 9.0011/- Nominal CFM 2,000 2,000 2,500 3,000 3,000 ARI Net Cooling rapacity 61,500 60,000 72,000 68,0001 86,0001' Integrated Part Load Value' - - -- - 9.4i1 System Power(KW) 6,95 6.71 8.00 9.781 9.56 Hooting Performance' T Heating Models Low High Low High Low High Low High Low Hlgh Heating Input(Btuh) 90,000 135,000 90,000 135,000 120,000 205,000 120,000 205,000 120,000 206,000 1 st Stage Units Only 150,000 150,000 150,000 Heating Output(81uh) 73,000 109.000 72,000 109.000 97.0001' 168,000 97,000 166,000 97,000 166,000 1 at Stage Unite Only 122.000 122,000 122,000 AFUE%1 78 78 78 78 78 78 78 78 78 7B Steady State Efficiency(%) 810 81,0 81.0 81.0 81.0 81.0 810 81.0 81.0 810 No.Burners 1 1 1 1 1 No.Stages 1 1 1 2 1 2 1 2 Gas Connection Pipe Size(in.) 1/2 1/2 1/2 1/2 112 Compressor No./Type 11Climatuff"' 1/Climatuffe' 1/Climatuff", l/frane H 2/Cllmatuffa' _ Sound Hating(BELS)' 86 8.6 8.8 6.8 8.8 Outdoor Coll-Type Plate Fin Plate Fin Plate Fin Plate Fin Plate Fin Tube Size(in.)OD .375 .315 .375 .375 .375 Face Area(sq fl) 11.32 9.16 11.32 12.09 14.00 Roili _ 2/16 2/16 2/16 2/18 pile Indoor Coli-Type Plate Fin Plate Fin Plate Fin` -Plate Fin Plate Fin Tube Size(in.) .375 .375 .375 .375 .375 Face Area(sq H) 6.33 6.33 7.00 7.88 7.86 Rows/FPI -%W5 2/15 2/15 3/15 2/15 Refrigerant Control Start Orifice Short Orifice Short Orifice Short Orifice Short Orifice Drain Connection No.raize(in) 1/3/4 PVC 1/3/4 PVC 11314 PVC 1/3/4 PVC 1/314 PVC Outdoor Fan-Typ-j Prop'''er Propeller Propeller Propeller Propeller No.Used/Diameler(in.) 1/24 1124 1/24 1124 1/24 Drive Type/No,Speeds DirecUt DirecUt DirecVI DirecUt DirecVl CFM 4,900 4,210 4,970 5,450 5,820 No.Molofs/HP 1/.50 1/.40 11.50 1/,190 1/.50 Motor RPM 975 1,075 1,015 1,075 1,075 Indoor Fan-Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No Used/Diameter(in.) 1/12 X 9 1/12 X 9 1/12 A 9 1112 X 9 1/12 X 9 Drive Type/No.Speeds DlrecV2 Direct/2 BeIVI BeIVI BeIVI No.Motors 1 i 1 1 t Motor HP(Standa(d/Oversized) .601.75 .601.75'1 1.012.0 1.012,011 t.312011 Motor RPM(Standard/Oversized) 850/1040 850/104017 1725/1725 172511725 1725/1725 Motor Frame Size (Standard/Oversized) 48/48 4814817 56/56 56/58 56/56 Flltom-Type Throwaway Throwaway Throwaway Throwaway Throwaway Furnished 7-Downik.N Yes Yes Yes Yes Yes -Horizontal Yes Yes )res Yea Yee (No.)Size Recommended (2)20 X 2b X 1 (2)20 X 25 X 1 (3)16 X 25 X 1 (3)t6 X 25 X 1 (3)16 X 25 X 1 Rsfrlgefsnt Charge(Lbs of R-22)' 8.4 7.9 9.1 10.8 8.3/Circuit NOTES 1.Cooling Performance is rated of 95 F ambient.90 F entering dry bulb,67 F emitting wet bulb and nomindl cim listed.ARI retina clm Is 350 cfmAon for this product.Gross capacity does not Include the effect of Ian motor heat.ARI capacity is net end incl•den the effect of Ian motor hest.Units are suitable la operation to*20'9 of nominal cfm. Rated in accordance with ARI Slandord 210. 2 EEA and/or SEER are rated at ARI conditions and In accordance with DOE lest procedure@. 3 Integrated Part Load Value is based on AHI Standard 210/240/140 Units are rated*1901 F ambient,801 F entering dry bulb,and 671 F entering wet bulb at ARI toted clm. 4 Heating Performance limit settings and rating data were established and approved under laboratory last conditions using American National Standards Institu'v standards. Ratings shown are for elevations up to 20W lost For elevations above 2000 feet,ratings should be reduced ar the rate of 4%fn•each 1000 fee!above sea level 5 AFUE is rated in al.cordance with DOE lest procedures. 9 ARI Sound Rating is rated in accordance mlh ARI Standard 270 4f` 7 Refrigerant charge is an appro;iimate varda For a more Precise volae,see unit nameplate and service instruction. 9 Reduce capacity by 2,000 Btuh on horizontal high heal models 9 Reduce system kw by 0 12 kw on hot rzontal high heal models 10 YCH models EFR 9.90 11.YCH high heat models 2.0 HP slandard motor 12.YCe060CW mote 75 standard,1025 rpm,48 Ifame 13 YCH models IPLV 9 10. 'O 14 YCH models 65,000. ' 15 YCH models EER 9 90 elndirltles both downflow and horizontal unit. P General Data Table l l-1 General Data 81A Ton Oownflow and Horizontal Unite 10 Ton Downflow and Horizontal Units YCe102B3,B4,BWL YC*10?93,B4,BWH YC+120B3,134,BWL YCe12OB3,B4,BWH Cooling Performarli Gross Cooling Capacity 106,000 125,000 EER' 93, 9.210 Nominal CFM 3,400 4'000 ARI Net Cooling Capacity 101.000 119,000 Integrated Part Loed Value' 9,45 8'90 System Power(KW) ,0.861 12.950 Heating Performance' Healing Models Low High Low High Heating Input(Bluh) 150,000 250,000 150,000 250.000 1st Stage 100,000 175,000 100,000 175,000 Heating Output(Btuh) 122,000 203,000 122,000 203,000 1st Stage 81,000 142,000 81,000 142,000 AFUE(%)• DownflowMorizontal 805 807 80.5/78.7 90.7179.3 79.3 Steady Slate Efficiency(%) 81,0 810 81.0 81.0 No,Burners I 1 No.Stages 2 2 Gas Connection Pipe Size(in.) 1/2 1/2 Compressor No./Type 2/CllmatufM 2iClirewtu" Sound Rating(BELS)' 9.0 9.0 Outdoor Coll•Type Plate Fin Plate Fin Tube Size(in.)00 .375 .375 Face Area(act ft) 10.00 14.58 Rows/FPI Pi 16 2/118 Indoor Coll-Type Plate Fin Plate Fin Tube Size(in.) .375 .375 Fare Area(eq ft) 9.50 11,13 Rows/FPI 2/15 2/15 Refrigers,lt Control Capillary Tube Capillary Tube Drstn Connection No./Slze(in.) 1/1.00 NPT _ 1/1.00 NPT Outdoor Fan-Type Propeller Propeller No.Used/DIarneler(in.) 1/26 Drive Type/No.Speeds Direct/1 DirecVl CFM 8,200 7,200 No.MotorsMP 1/1.0 1/1.0 Motor RPM 1,125 1125 Indoor Fan-Type FC Centrifugal FC Centrifugal No.Used/Diameter(in.) 11/15X 11 1115X it Drive Type/No.Speeos BeM/1 Betyl No.Motors 1 I Motor HP(Standard/Oversized) 2.0/3.0 2.0/3.0 Motor RPM(Standard/Oversized) 1740/1740 1740/1740 Motor Frame Size(Standard/Oversized) 145TI14ST 145T/145T Fillers-Type/Furnished Throwaway/Yes Throwaway/Yes (No.)Size Recommended (3)18X 20 X V (3)20 X 20 X 2e (3)20X 20 X 2 (3)18 X 20 X 2 Refrigerant Charge(Lbs of R-22)1 J 6.51Ckculf 7.4/Clrcult NOTES 1, Cooling Performance is rated @195 F ambient,90 F entering dry bulb,67 F enledng wet bulb and nominal elm listed.ARI rating clm is 350 elm/ton for this product.Groes capacity does not include the effect of tan motor heel.ARI capacity Is net and includes the effect of len motor heal.Units are suitable for operation to s20%of nominal ctm.Rated in accordance wilh ARI Standard 210, 2. EER Is rated at ARI conditions and in accordance with DOE teal procedures. 3 Integrated Port Load Value N based on API Standard 2101240/340 Units ere rated at 60'F ambient,e0'F entering dry bulb,and 67•F entering wet bulb at ARI rated clm. 4. Healing Performance flrnit settings and rating date wmre established and approved under laboratory test conditions using American Netlonal Standards Institute standards. Ratings s,x—are for elevations up to 2000 lest.For elevations above 2000 feet,ratings should be reduced at the rate of 4%for each 10n0 foes above Bea level 5. AFUE te rated In accordance with OOE test procedure@ 6. ARI Sound Rating is rated In accordance with ARI Standard 270 _. 7 Refrigerant charge 1s on approximate value Fnr a more precias value,see unit nameplate and service Instructions 6. Horizontal rnodats have 4-20 x 25 x 2 litters 9. Horizontal made h@vs 9.0 rER end 11 22 syetem power KW 10 Horizonlel models hev�9 n EER and 13.22 system KW alndicates both dcrvnflow and horizontal units 11 -A r s General Data Table 12-1 General Data 12 h Ton Downllow Units and Horizontal Unite 15 Ton Downllow and Horizontal Units YCe15OB3,B4,BWL YC*1509334BWH YCr160B3,B4,BWL YCeIBOB3,B4,BWH Cooling Performance' Gross Cooling Capacity 155,000 183,000 EER' 8.701 8.61 Nominal CFM 5,000 6,000 ARI Net Cooling Capacity 146,000 172,000 Integrated Part Load Value' 9.00 890 System Power(KW) 16.78' _ 20 00" Heating Performance' Heating Models Low High Low High Healing Input(Btuh) 150,000 250,000 250,000 350,0t:') 1st Stage 110,000 175,000 175,100 250,000 Heating Output(Btuh) 122,000 203,000 203,000 284,000 1atStage 81,000 142,000 142,00; 203,000 AFUE(%)' Downllow/HoHzontal 79.5/786 8071799 807/799 80.1/79.1 Steady State Efficiency(%) 81 0 810 61.0 81.0 No.Burners 1 1 No.Stages 2 2 Gas Connection Pipe Size(in) 1/2 112 3/4 Compressor -- - --- No,/Type 2/Climalu" 2/Climaluff'4 Bound Acting(BELS)' 9.2 9.2 Outdoor Coll-Type Plate Fin Plate Fin Tube Size(In.)00 .315 .375 Face Area(sq 11) 18.85 1 23.96 Rows/FPI 2/16 2/18_ Indoor Coll-Type Plate Fin Plate Fin Tube Size(in.) .375 .375 Face Area(sq h) 15.83 17.50 Rows/FPI 2/15 2/15 Refrigerant Control Capillary Tube Capillary Tube Drain Connection No./Size(in.) 1/1.00 NPT 1/1.00 NPT Outdoor Fan-Type Propeller Propeller No Used/Diameter(in.) 2.r26 2/26 Drive Type/No.Speeds DirecUl DirecUt CFM 10.000 10,800 No.Melora/HP 9/.50 2/,50 Motor RPM 1,110 1,100 Indoor Fan-Type FC Centrifugal FC Centrifugal No,Used/Diameter(in.) 1/15 X 15 1/15 X 15 Drive Type/No.Speeds Belt/1 BefUt No.Motors 1 1 Motor HP(Standard/Oversized) 3.0/5.0 3.0/S0 Motor RPM(Standard/Oversized) 1740,13450 1740/3450 Motor Frame Size(Stendard/Oversized) 145T/145T 145T/145T Filters-Type/Furnished Threwaway/Yes Throwsway/Yes (No)Size Recommended (2)20 X 20 X 2 (2)20 X 20 X 2 (4)20X25X2 (4)20X25X2 Refrigerant Charge(Lbs of R-22)1 9.B/Circuit 10.3/Circull NOTES i Cooling Perfofmance is rated at 95 F ambient,60 F entering dry buiu,67 F entering wet bo db and nominal cfm listed ARI rating elm Is 350 clmAon for this product.Gross capacity doesrot include the effect of Ian motor Mat ARI capacity it net and inchdes the effect of fan motor host.Un ils are suitable for operation tc s20%of nominal elm.Rated in accordance valh ARI Standard 210 2. FCR a rated at ARI conditions and in accordance with DOE test procedure s, 3 Inleg,sled Part Load Value is.used on ARI Standard 210/2401340 Um!s rn rated at 80'F ambient,80'F entering dry bulb,and 61•F entering wet bulb at ARI rated elm 4. Heating Performance limit settings and rating data wen established and Approved under laboratory lest condmon@ u.;ing American National Standards Institute standards, Ratings shown are for elevations up to 2000 feet Fon elevations above 1:000 feet,ratings should be educed at the rate of 4%for each 1000 feel above sea level. 5 AFUE,s rated,n accordance with DOE lest procodures 6 ARI Sound Rating is rated in accordance with ARI Standard 270 7. Refrigerant charge Is an approsimnte value Fora mon precise value,see unit nameplate and service instructions 8 Horizontal models have 9.00 EER and 16 22 system KW. 9 Horizontal models have 8 6 EER and 19 55 system KW eDennles Downflow and Horizontal 12 1 I u; F-- a Uw Lj J •— :C 00 '.� N doh -- -�--- -a-----4----- • FIXTURE SCHEDULE W oe o O�O DESCRIPTION 156' PROTOTYPE THIS PROJECT DIFFERENCE o tw to i i 0 O r------------•- --------------t---------t j STORE DIMENSION (EXCLUDES RECEIVING AREA) 156'-•07715-67-0" 156'-0" X 156'-0" Z -- ---r-- ,__-- ---_- — •" CLEAR HEIGHT (MAT IN. RECEIVING AREA) 17'-0" — 17'-0" ' 1 - LU Cie-- 21143 sf 21143 ES AREA SQUARE FOOT— -- -- - -- -..— - -- -- F- a SALES - sf SAME © 2222 -- - -- - - -- _ -- - --- - O RECEIVING AREA SQUARE FOOTAGE -- 1080 sf 1080 st SAME Y �p f Z GROOMER AREA SQUARE FOOTAGE 824 st 824 sf SAME o • • 1-- - --_ - ------ r0 N • HEALTH SERVICES AREA SQUARE FOOTAGE 1405 sf 1405 sf SAMF. n E -------------------------------------- _ t_6._— __ ��—i r}-*I _ V) _- — -- — — — -- —. - -- - EMPLOYEE / `ERVICES 964 sf 964 sf SAME ■ ■ CP o� � � F"'/ Y 7 TOTAL SQUARE FOOTAGE L25416 sf I 25416 sf SAME --- i _ - o J' b" Dail■:rocun9-- 0 O„ IO i �� AGE-(4---- 0N) -- - 744 If — SAME SHELF LINEAR FOOT SECTION) 744 If Ob_.O pant raerinc3 _ ___ ___ --�F at I6 at u' •acn at�'-3" •ocn �- _ SHELF LINEAR FOOTAGE (3' SECTION) 36 If 36 If SAME B $$ — O u'-"' b-O" I'_- — — -- --- E_^ ''-b' �' '" 0 SHELF LINEAR FOOTAGE TO rAL 7FO If -- -- --- _- --- -- —rF--_ ---# b O' 6 n_{ �' - T— 780 If SAME PALLET RACK LINEAR FOOTAGE 766 If - 766 If — - - SAME - J FISH PLATFORM LINEAR FOOTAGE 52 It 52 If SAME Dol w - _– --- ------- - a OCI 001 OC'' > BIRD PLATFORM LINEAR FOOTAGE - 40 If 40 If SAME O g 01 —_ _.. OQ6 O� oogd J CAT PLATFORM LINEAR FOOTAGE i 20 N 20 If SAME Lu 111 Ix W TOTAL LINEAR FOOTAGE 1658 If 1658 If SAME d 6' dm (4) L NO. OF 4 FOOT SECTIONS 186 186 SAME 00 NO. OF 3 FOOT SECTIONS12 12 SAME in I NO. OF IN-LINE PACKING S'EC11ONS GO 60 SAMF o NO. OF PERIMETER RACKING SECT100S 22 22 SAME Lm — a) NO. OF OVERSTOCK SPACES 356 356 SAME 1 1 1 1 1 1 1 1 r u D u TANKS: FISH TANK DISPLAY 88 BB SAME ;r _ jy m f1 Lzb <_ i .......... r�l`�J�rll�1�`!I�VIS=•J ron•r�■ n 31 r r -- O ! Ilk] ■IC� 80 p I v _b.. b-8" 9'-5,. 5-d., 3'-d.. 5,_d.. _ll' 5'-6 I/�., _II" a.-d„ :,. 5" 5'-d" 3'-5" 5-�" 5 lig' 3'-b" 4. 8., 3._... G. b.. , 5'_b.. -IL, f 4 ul ��._r— � I 'Ir-�— 5,�--b--�II" 5'-a" ..... M O C - - - - Con 9 t� On® 2°b '....,.::.:.'...... . _,2222: .� O n • �- - 191 1a5 _ URI � ---mob t! �� J di �- • b I I ` O W W W z �..._.................. � . I a I I `C m i m m m m • -� ` r LJ U 'I 226-0" �� .p ®.. r-- y ,�-----_ \\ m O � fib' rl5r+ �• ; 185 �. . . . , I$I illl 1\11 , U 2222... 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O 2 8 36'-10 /7" d2'_I0 5 $ LL_ c a o ; 2.0 3.0 4.0 AUG 1 6 1993 P, � :--..-2.......... ..................................2.22_____2-. --.---_._._.........................-_,--..-...._._.__...------------..__-......_..--- -.-_..------- ----------------------------- ------------'----.-------....--------'--.....__--_ ---------- -L 3 y u of n � -b 7 ; G r --------- ---._.__. - _----- ---- ---_-_._ 186'_0" OVERALL PJUILDIN6 2;14 r� ■ ■ Job No: p.. 93451 _ Date: FIXTURE FLOOR PIAN � 'A GFICA��`` � - 10 JUL 93 Sheet "° , Scale: SEE PLAID Drown: ACP 7500 SW Dartmouth Sireot -- F 1 iite 200 Checked: KDR 1 of 4 WED JUN 16 19:19:01 1993, RYAN WOOD, 451-F1.DWG 08/20/96 ---7-2� ;�!Il 1111111 Jill !�!�!�i�i�!�! i !1ili1i1!1!1! i !�i�i�!�!�!�!�i !�!�!�!I!1i1! i !1!I!�!1!1111Ll�!�i�!�!�!�!�! 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RO 1NS INTER( ONNECTED LNI [ S 6" DEEP BEAM 4 112" DEEP BEAM GENERAL NOTES : TX Z, 1 STORAGE RACK DESIGNED PER SECTION 2336 CF THE 1991 UE,` All--_ -- 2 STORAGE RACK CAPACITY 108" BF AS .000# c-30 TTGM 2 L E V EL S 3.000# TOP Z LEVELS I _ 132" BEAMS - 1 .000# c3OTTCM 2 LE v ELS ,I.. 4,500# T1-OR 2 LEVELS 3 POST LOAD SIGNS AT CONSPICUOUS LOCATIONS DEPICTING THE DES'Il3r,t CAPACITY OF THE RACK USING A PERMANENT PLAQUE NOT LESS THAN 50 SQUARE INCHES L . I ' I �' ! , ta" }1" , .; 1 • :1�" 4 ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 5 ALL BOLTS A301 (UNL ESE NOTF_C ) - - I 6 ANCHORS HILT I K WIK BO!-T II OR APPROVED EQUAL f I R I i CSG #4627, LARF #24946 4 ' 7 CONCRETE 5" THICK Y 2000 PEI 8 SOIL BEARING PRESSURE 1000 N=SF Oi )e SL r ('�r�t Vif ri �Idp View E ro nt VwA tr. View 7 4� ' t ��,AF L I Y Ct_IF' 5 BEAM )CONNECTOR TYPICAL STORAGE_ V J� 1 1ON 108" & 13? NO N1. v. (D2 \ F A(-H WF I [ ' 1 , l" I G100 . s TYPICAL BEAM VI,`ELDME.NT - IN, � �� I TOP CSF BEAM 4 PLACES BUTOM OF BEAM 2.. PL-ACES "' — Live Oak Avenue a 1 i f o r n i a. 91706 14C;A ��. . J' 1 152 - Fax (818) 962-1279 ;;, UFS LICENSE NO. 432725 N-1A ILRIAL PIAN )L.1N(a LNC IN icy MIN. E M13C)MN T - - - - - fi ' Alf � 70 LPANN Ak " r� ��tc,�'1 ► �'t h' >� atil: �'� a �t STORAGE RACK ETA11LS ( LOZIER TYPE) oil C:MUMN ( 2 BASE PLA -1 E 3i8" i HK . ) ( j (�IAGONAE & HC)flll( )N i i_. BRACE ` , ANCHOP � �OpE 5`, 4 ;jt�G�btNG rVUMbE� PETS MART 93-412A I , 7500 SW Dartmouth Street Suite 200 2 of 4 08/20/96 � �.j � j � ji � � � i � i � i ililil � � i � ilii � � � � � � ji � ► � � II l � � jIjIII � II � jIII � I � � � � fI � � I { � � I � i � ! � i � � � � � � � � � � � l � Illlil ► i I � � � I � ! � ► � ► � � � t � � i � � � e � ► � � � � � � � i � � � � � � � � � ej � � � � � � � � ! � i � � � � � � � � � � � ��� INCH MADE itV CHINA4 A a „ " — 1 cm 0 � ��10 1 � 15 1 ZO1 := 29 -�--�� Z'i 11 � 3Q ' ��lIIIIIIIIIIIIII(I IIIIIIIIIIIIIII111111111IIIIIIIIIIIIIIIIIIIII11111iIIlIIIII IIIIIIIIIIIIIII111111111IIIIIIiIIIIIIIIIIIIIIIIIII1111IIIIlIIIiIIIIIIIIIIIIII IIIIIIIIi11111111IIIIIIIIIIIIIIiIIIIII!IIIIilillilil�ililliiiliilllliv'i�Illiilllllillli�ll�llliif��lliIl�Illl�lll��lll�lil{IIIIIIIII�IIIIllllillll� 3�4• Ip Of 2.80 N EK PCitE 5 N82- :3ti' 41 W 54 PNW' 5.14 Al-SO FD. 3/4" i.N. N 65' 44' 1 1" E 3.96 I FL CREEK DATA t UNE BFAWNC DISTANCE F 1 N 86' 45' 24* W 21.07 1 I CANIS 2 S 58' 43' 05" W 5.76 3 04' 12' 1 110 W 34.80 4 S 51° 41' 12" W 44.29 N 5 S 15' 53' 2.20 E 19.63 C) ! � 6 S 26' 50 41W 68.45 <� ti•c, LOT LINE ADJUSTMENT MAP� FOR PLANMAkk O N w 7 S 78' 4 7' 53" W 31 .55 • ,?'�� u 5 + 8 S 28' 58' !4" W 51.39 \°i�� I IN THE S. 1 /2, SECTION 36, TIS, R1 W AND ;; tO 9 S 71' 42' 5.1" W 25.45T v.�� I THE N. 1 ;'2, SECTION 1, T2S. Rl W, W.M. CITY OF 11GARD°f 10 S 13' 12' 08' E 56.70 tu.��,� �P. WASHINGTON COUNTY, OREGON i 11 S 26' 18' 07'* V1 28.27 1 35 i 33 12 S 56' 08' 24" W 32.37 N.E. CORNER rOWER SCALE 1" _ 60" AUG. 10, 1993 13 $ 24' 39' 15" W 27.15 '? I`i 3A5.30 N 86' 45' 24" W 825.44 N.FTRA.t BOOK 258 I 14 S 19' 40' 08" E 29 20 - PAGE 419 - 20.00 i5 S 47' 21' 43" W 18.99 I I 430.1414 16 S 14' 1 1' 18" E 29.48 /;, I ! -- ' 17 S 59' 58' 35" W 23.13 N • = FOUND 5 f 8" IRON ROD 18 S 09' 44` 38" YJ 14.97 �' ,� IN I o = SET 5/8 X 30" IRON ROD 411H YELLOW PLASTIC f •� 19 S 66: 43` 030 W 12.4.3 I r y J. r'' 42' W 295.89 tO 20 C'AP STAMPED " J. PETERSON �J1.5 185c�" 4F "Q S 1 ! 55 29 W 13.b8 ! o = FOUND MONUMENT AS NOTED 21 S 71' 08' 07" W 22..17 A = FOUND RAILROAD SPIKE -T 22 S 30' 38' 58" W 50.50 � <;'' i 36.os 1 0 = FOUND IRON PIPE AS NOTED �► 23 S 04' 36' 13" E 19.85 .__ 1 = FOUND AXLE 24 S 63' S4� 340 W 17.35 i 48.38 S s6 -- --- -- _-_ [ ] = DATA PER PREUMINARY PLAN 25 S 40' 04 35 W 46.87 S AH' 16' 04" E S' 26 S 04' 35' 05" E 26.76 i °o• i All IRON PIPE DIAMETERS ARE INSIDE DIAMETERS C 27 S 87' 53' 43" W 15.88 F ! C - 28 S 32' 29' 24" W 35.45 co 29 S 78' 41' 09" W 2.37 30 S 10' 32' 1 1" E 13.89 i 31 S 62' 27' 30" W 39.83 I I r 32 S 19' 21' 4;" W 7.92 33 N 87- 54- 42" W 17.36 c' 34 S 05' 24' 38" W 34.15 DOC. M 92037793 3 1r7 35 S 51' 12' 52" W 33.41 36 S 40' 02' 17' W 43.1Sl I 37 S 78' 41' 09" W 13.90 pq 3A S 55' 41' 21 0 W 56.27 1 LTJ b 39 S 10' 52' 1 1" W 1.43 I PROPOSED i 7D V) " I RETAIL " A' 'R PROPOSED Z Q I 7J!-941SO. FT. RETAIL " C" LIJ /c..*?9 ACRES TO CL PROPOSLD 137121 SO. FT. I 'JIG%7 SO. FT. 87.101 " . � 3.1 3 ACRES O 87101 SO. F�7. Q /6.4-6 ACRES NET ^.00 ACRES Q I DOCUMENT NO. 89-28994CLI 01) Ji � z I i W V7 cy O + A N O � 4v � I J I ri } I CURVE TABLE c" A, �� u, �', w � CURVE DELTA RADIU; ARC CHORD CHORD BRG. N Cl 46' 59' 11 465 381.33 370.74 N 03' 41' 22" W so \s [465.x,,., ['381.441 [370.871 [S 03' 42' 11" EJ C2 42' 08' 28" 535.00 393.49 384.68 N 01' 16' 01" W [535.00] [393.641 [384.82] [N 01' 16 53 W] \ 10.00 �► IQs �+ __ _ - ` C3 9.3' 49' 06" 465.00 761.41 679.15 N 27' 06' 200 W, \\ $ �3 ,'L29 IS o �y� I c C4 91' 02' 13" [535.00] [850.06) [763.42] [N 25' 42' 54" WJ ) [8 `-L39 \ } C5 02' 46' 53" [535.0025.987) [7 ] [ 25.97N 72.' 37' 24" W [535.00] [25.95] [25.95] [N 72' 37' 56" W3 ,� C6 14' 32' 16" 465.00 117.99 117.67 S 81* 17' 010 E v �5 [465.00] [11 7.95) [117.67) [S 81' 17' 01" E] 1313 j � \ \ I r '-;4.ou W C7 14' 32 16" 535.00 135.75 135.36 N 81' 17' 010 W \ i RR• Is' n4" E 374.c)U X535.001 [135.75] [135.34] [N $1' 17 21 W] C8 36' 19' 57" 535.00 339.26 333.60 N 53' 04' 02" W ooc. y 93003638 C9 10' 58' 26" 54,8.00 104.96 104.80 S 47' 53' 10" E C10 22' 44' 59" 112.00 44.47 44.18 S 31' 01' 28" E Gil 08' 31' 31` 188.00 27.97 2.7.95 S 23' 54' 44" E 0.0C12 44' 22' 08" 500.00 387.19 377.59 S 02' 22' 51' E C13 93' 44' 0A" 500.00 818.72 730.27 S 27' 06' 20" E �. C14 14' 32' 18' 500.00 126.87 126.53 S 81' 17' 010 E VD. 1" I.N. N.W. CORNER OF 222.92 fW ,!??6'` ` I TURBOW TRACT HELD S 83'527C' E 530.5q - S 5 S 89' 16' 25' E 2 97 188.22 -- _ -- -- - -- - _ - _ - _ . -� S W 1 1/2. N 89' 18 28 W 214.27 - \, DETAIL " A" `'� CpR 1 p. - _ SFE SCALE 1. a 30' �, A. llpMAN FS3 - _�!1 S ,4,00 74• Jl i nE`AIL 1 n N 89' 16' 28" IN �'1jJ sjof I ' A" 651.98 545.24 I N 89- 16- 25- W 399.38 r 136 Lo vi .__.__`' FD. BRASS MON. HLLU o I FD. 5/8" I.R. 0.27 N 88' 33' 19" W 709.63 - Co 117tig - S 88' .S3' Oy" E i;'0.04 150.04 FOR ANGLE PT. IN CL REGISTERED DEVELOPMENT & 5 '6" z N 14. 58' 39" E -`'- ^ PROFESSIONAL -.�_;y ` � 72nd AVE. AND EAST � 02,6 C14 LINT RICHARDSnN D.L.C. LAND SURVEYOR CONSTRUCTION N 08--0.3,4 " I N 89' 16' 25- W '?� g 74 N 01' 41' 44' E SERVICES � �13.10t - - --- � SJ"e '�-� .- 11.'4 '`�� --�""- --. _.._._.� S 88' 33' 09' E 169.87 � ,�,� f '`- �� 135 � 2724 5.E. SUNELOWfR COURT -. _� '� 3 ( OREGON HILLSBORO, OREGON 97123 (503) 648-4959 My y Ii•m S {•Op.`` - .__ JOHN M. PETERSON gJ ,. --{--- 1856 7500 SW Darrmouth Street o JU6 # 9110024 Suite 200 z 3 o1 4 08/20/96 111111l� II► IIII III(� Ilillljl I IIIIII!� IIIII I IIIIIII�IIIIII! IIIIIIII, !IIIIIIIiIII!I►illlll I IIIIIII � IIII! III ►IIII � IIIII I IIIIII►SII►II I IIIIIII`IIII ►IIIIIi!Iillllllfll II►Ilil�llllll i INCH MADE IN CHINA _ '�IIIIIIIIIIIIIIilil�ulllllllillllllilli�ilil►Il IIIIIIInlilllllllnlllllll1111IIIiIIl11Ii1�IIIIIII111!Ilini�llt�ll�llllllllillllllln'lilllltllil111111lii1,111I I1171�111mi�l11110ll�11111110111111mIIIIIli111111111IIIIIIIIIInIIIIIIIIIIIIIIIIIInIIIIIIll nllnlllnllllllllllllinl►IIIIIIII J. 1 - 1 22,60 �+ PL1AE1{ PCE _ N 93' 41 545 - 4 At SO Fp, 3/4" I.P. I i N 65' 44' 11 E 3.96 . _ I! FIL CREEK DATA UNE HEARING DISTANCE N 1 1 N 86" 45' 24" W 21.07 i9u 111,111 leis 1"'1 2 S ' 43' 05" W 5.76 3 04' 12' 1 1" W 34.80 4 S 51' 41' 12" W 44.29 5 S 15 53 N ' 22" E 19.63 I QI w w 1 1 6 S 26' 50' 41" W 68.4.` � LOT LINE ADJUSTMENT MAP a+ N 7 S 78' 47' 53" W 31 .55 " `' eA 8 S 20' 58' 14" W 51.39 L �� �� ARK NO THE S..J1/2, SECTION 36, T1 S, R1 W AND tl1 ! 10 S 13' 12' 08" E 56.70 10.00 `��` T}iE N. 1 /2, SECTION 1, T2S, R 1 W, W,M. I I 11 S 26' 18' 07" W 28.27 �' � CITY OF TIGARU� � 35 1 35 I 12 S 56' 08' 24" W 32.37 titi WASHINGTON COUNTY, OREGON��" - N,F. CORNER TOWER SCALL 1` = 60" AUG. 9, 1993 I I 13 S 24' 39' i 5" W 27.15 �"; ��5 so Nes• 45' 2a" w e25.44 TRACT 6008 258 I 14 S 19' 40' 08" E 29,20 - _ PAGE 419 20.00 15 S 47' 21' 43" W 18.1'3 I 410.14 ( LEGEND 16 J 14' 11 18 E 2Si•48 4 ,, .I 430.1 I 17 S 59' 58' 35" W X3.13 "� • = FOUND :i f 8" IRON ROD I j v SET 5/8 X 30" IRON ROD WITH YELLOW PLASTIC 18 S 09' 44' 38" W 14.97 19 S fib" 43' 03" W 12.43 I • '� N es 51' 4' I w �0 CAP STAMPED " J. PETERSON PLS 1856" 20 s 17• �5, 2s. a' �3.88 ► a� � 1" W 12y5.e9 J � _ FOUND MONUMENT AS NOTED 21 S 71' 08 07 W 22.17 ' o o ^� ^� 1 ------ ` = FOUND RAILRCAU SPIKE Cj 22 S 30' 38� 58� W 50.50 1,, i z " ^�°` ;'� I 1F - l • = FOUND IRON F'IF'E AS NOTED S. 23 ,� 04' 36, 13" E 19,85 `� i- -- _ = r-OUNU AxLF �) 24 S 63 54 34 W 17.25 " 48.38 s d ( ] = DATA PER PRELIMINARY PIAN y 25 S 40 04 35 W 45,87 S Re' 1s' u4w E G o" ALL IRON PIPE DIA r / 26 S 04' 35' O5" E 26.76 �6 o METERS ARE INSIDE DIAMETER Q 27 S 87' 53' 43" W 15.88 F C 28 S 32' 29' 240 W 35.4x) / 1 29 S 78 41 09 W 2.37 30 S 10' 32' 1 1 " E 13.89 / 31 S 62' 27' 30" W 39.83 0 j 1 32 S 19' 21' 41" W 7.92 G _�j 33 N 87' 54' 42" W 17.36 r17 34 S 05' 24' 38" W 34.15 DOC. 111 92037793 3 R7 35 S 51' 12' 52" W 313.47 36 S 40' 02' 17" W 43.07 W PROPOSED _) ul I L RETAIL ' A" PROPOSED . Q 738,927 Sq, F1. PROPOSED 8371 r wLki i 16 20,053 SO.96 ACRES TFT. 21 SQ. FT.RETAIL " H" 13715 ACRES > I ! e 16,53 ACRES NFT 87101 SO. FT. Q 2.UC ACRES l m DOCUMENT NO. 89-28994 C) OL(� D J p ul + a u cv 41�6y tt Ln 4a TAX LOT 2000 N MAP 1 S1--36CD `. 4k -� DOC, M 93003638 \' CURVE TABLE > CURVE DELTARADIUS ARC CHORD CHORD BRG. C1 4b' 59 11 " 465,00 ab1 .3.S 370.74 N 03' 41' 22." W N ! r465.001 [381 .•44] [370.87) S 03' 42' 1 1" E 127 w C2 42' 08 28 535.00 393.49 384.6$ [N 01' 16' 01" W � /�� _ - �' I � z C� 93' 49' 06" [535.465.00] [761 .61 ] 1689,85] (N 0�, asp 53" y] 10.00- ' g \L29 ! [465.001 [761.411 [679.223 [N 27- 06' 45" W] - - i o C4 91' 02' 13" 535.00 850.06 763.42 N 25' 42' S4" W C5 02' 46' S3" [535.00] [8 25.98] r, 763.4")] [S 25' 43' 21" E] r� J 25.9 N 72' 37' 24" W [535.00] [25.951 [25.95] [N 12' 37' 56" W] C6 14' 32' 16" 46 5.00 117.99 117.67 S 81' 17' 01" E L33J J :� n ` [4.65.00] [117.991 1117.671 [S 81' 17' O1" F', 'sa.oc x C7 14' 32' 16" 535.00 135.75 135.38 N 81' 17' 01' W Ae• 1 F' oa" E 314.00 " [535.001 L135.75.1 (. 155.34] [N 81' 17' ? i j C8 36' 19 57 535.00 335j.26 333,60 N 53' 04' 02" W C9 10' 58' 26" 548.00 104.96 104,80 S 47' 53' 10" E 6' \\ C'0 2' 44' 59" 112,00 44.47 44.18 S 31' 01' 28" E ' t C11 08' 31 ' 31" 188.00 27.97 27.95 S 23' 54' 44" E C12 44' 22' 08" 500.00 .387.19 377.59 S 02' 22' 51" E C13 93' 49' 06" 500.00 818.7; 734.2'' S 27' 06' 20" E C14 14' 32' 16" 500.00 126.87 126.53 S 81- 17' 01" E 4, FD. 1' 1.P. ,7 N.W. CORNER OF (�----- _-_ __ TURBOW TRACT ___ . 1 HELD 4� -- _ -- �,• A. 3 R9' _ , 75 F ✓ DETAIL " A" S W, CO'?"1.p I&8.77 N 89' 16' 26" W 214,27 , q I.IAM tv .1 J S /4-00, 4.0 I DETAIL ' SCALE i" = 30' , / t POSSI91 E FUTURE ADJUSTMENT _... __-.- N 89' 16' 26" W � .._ � J1J - 0'S,g"F � A" I _ . 541, ' I 1 N 89' 18' 25' W 399.38 WI o " ---- 6 w FD. BRASS MON. HELD P0. I FD. 5, 'e I.R. 0.27 -< 7 1 5 88' 33 09 E 170,04 N 88' S3' 19" W 100.63 '- 150.04 FOR ANGLE PT. IN CL i RF GISTERIFD - U E VE l_O P M E N i N08. Si'9" z N 14' SE' 39"E 72nd AVE, AND EAST r 08 0,T�4�" '�s N 89' 16' 25' W _ LINE RICHARDSON U.L.C. PPOFF�SIONAL r S TRUCTION C;14LAND SURVEYOR t26.e, 1170( S�RvIc�ES $ �', .. 13.10 N U1' 41' 44w El__ __-. 5 88' 33' 09"_E 169`87 I / , °0 g,�"e 11.74 _ _ 2724 S.E. SUNFLCWER COURT 177. 13575 ; r_. OREGON NILLS90Rt), OREGON 91123 (; _'3) 648 -4959 14.00,s3"f ► I 70 JOHN M.APLY PETERSON 1856 I n ; 7500 SW Dartmouth Street I j � J08 9110024 J Suite 200 I 4 of 4 08/20/96 ill ►li;!Ii� � l! Ii i I;Ilili�il!l! i ;l!i! ll�ll!lili illlill�Ilill i il !llll1ilill I Illlllll!(!l! I i(I+I{1(11!11 i Illlilillllll I Ilillll�illlill I Ilill�ll!llll �llli(i�llll!l INCH ' M.4DH IN CHINA Old 11111111IIUII�IIIIIIIIIIIIII�IIIIIIIII�IIIIIIII111,II►IIIIhmilIIIIIIIIIllIII III Hill IIIml IIII'llIIIIIIl III I 14 151 q -T 1 I I r ( II Iilllllllllllilllllilll,IIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll�lllllllll�.1111111IIIIIIIIIIIIIIIIIIIIIIIIilllllllll,linilillninnlnlllll