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16580 SW 85TH AVENUE-16 ADDRESS: Ut St .A L' L W J l:VocordsVnj croVnA(argels\bullding.doc �1�ro Construction Inspection &Related Te-�tsC�rlson Testing, Tne Geotechnical Consulting REPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. E.JX 23814 ASTM C172/C12'31/C39/C31/C1064/C143/C231 Tigard.Oregon 97281 Test Methods: Phone(503)684-3460 FAX q 684-0954 Date Molded: _ 09/2$ , 19 95 Job No. 95-4,196 i— Peroit No: UNIFIED SEWERAGE AGENCY — INSPECTION DEPARTMENT Project: ___DURHAM TREATMENT PLANT HEAD WORKS Address: TIGARD OR TRIAD MECHANICAL INC Contractor: -- _—.__Sub Cont actor. Concrete Supplier: MORSE BROTHERS — Truck No. —_ 180 ___._._____'1'icket No. 371 364 Ca-,t By: G . LEEPER ____Cu.Yds. ._.—(--_ __- Load No.1 _ RAINY 71 51 Weather: -- -- ------_---_Temp.High: —___®_Temp.Low: _— DRIVEWAY ( ENTERANCE 10 BUILDING ) Location of Placement: H: 0 71 ---- --.Test Time: _ Concrete Temp: — Strength Requirement: 5000 _ PSI O __ 28 --days Siump .!----. Cement Type 14007 2 .% 3/4" Mix No./No.Sacks Air Content —.______ — Max.Aggregate — Admix.Amount: ----Brand: --_ __—.Admix.Amount: —. Brand: Set Test I Register ' Date Date Total Area Unit Report Tested No. rla;�� Number Recd Test Load PSI No. By 1 7 6146 09/29 10/0 113,600 28.29 4020 JB 28 6146 09/29 10/05 NOT 'IMST£D 28 6146 09/29 10/05 NOT TESTED L' cc: TRIAD MECHANIC L INC Remarks- informs flon emarks information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constructim Inspection & Related Tests Inc.Carlson Testing, Geotechnical Consulting 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 REPORT OF Tigard,Oregon 97281 ASTM C172/C1231/C39/'C31/C1064/C143 Phone(503)6843460 Test Methods: FAX#684.0954 09/14 95 95-4196 Permit No: Date Moldecl: - _ , 19- Job No. UNIFIED SEWERAGE AGENCY - INSPECTION Client: —_ DURIIAM 'tREA'(MI"_NT PLANT HEAD WORKS - Project: TIGARD OR —_ — Address: - TRIAD MECHANICAL INC SubContracto•: - Contractor: — LONESTAR NORTHWEST 1r, 30`882 Concrete Supplier: Truck No. Ticket No. S . STONER �i -Load No. -- Cast By: Cu.Yds. r. C,LIi�(I�Y Temp.High: 91 Temp.Low: -- - Weather: 15o(11-l1 BAY DOOR APRON SLAB Location __-- Location of Placement: - - --- — 3: 15 83 Test Time: _ — -Concrete Temp: 28 6 3/4 —Cement Type Strength Requirement: -- ----PSI ® days Slump — - 3/4 766 Max.Aggregatn - Mix N,)JNo.Sacks -- Air Content — �4dmix. -- ndmix..',mount ------Brand: AEA Amount: Brand: Total Area Unit Report Tested Set Test4 Register Date Date PSI No. By No. Days Number Recd Test _ Load 7 ` 7 56c.,1 09/18 09/2 y_, ,7�t.., :'r: .,'7 3320 ,g 1,'t 5651 09/18 09/ .2.. II"u f 5F,5J 09/1F_{ a 2: - Ln ca — r C� r. AD MECHANICAL I:NC. -� --- --_ _ -. - -- Remarks- ----r_j_T�f Information contained herein is not to be reproduced,except In full,without prior authorization from this oHicA. 4� DURHAM ADVANCED WASTEWATER TREATMENT PLANT e6Y DATE: October 26/ 1994 CONSTRUCTION TROGRESS REPORT :!O.___ffl CHEM PHASE r - w ,.I,.♦ tlt�/.JIY.YJ�.rtl//IIY/Y11.I0 Ytl�Y YIJ• SUPPORT FACILITY - I YItl Vitus Surnrnraiv as o[ er�� Q 1994 �g Su=rt Facility Contract Time -- Days into Construction 1,037 324 Percent of Contract Time 100% 72% Contract Payments -- This Month 0 87,798.00 Contract Payments -- Total To Date 32,731,243.00 3,845,344.00 Percent of Contract Amounts Including Change Orders 99% 90% Shop Drawings Subnutted to Date 732 173 Number Returned to Contractor 731 172 Chemical Expamion Phase: Settling of outstanding CPR's and Change Order work. Suppo.t Facility: (honer move in to Buildings A, C and E. Demolition o, existing roofing system on Building B, demolition of existing HVAC systems on Building B and D. Interior demolition of Buildings B and D. Site grading approximately 75% complete. Mobilization of contractor to Phase 2 staging area. �; Landscaping Contract Notice to proceed given September 28, 1994. RECEIVED NOV 0 .1 '1994 COMMUNITY DEVELOPMENT DURHAM *0 ADi ANOC,ED WASTEWATER Ufr4TREATMENV i !SLANT DATE: October 26, 1994 CONSTRUCTION PROGRESS REPORT NO.___L9 CHEM PHASE -- ■ s ■ „rte f1�1-�111/YI YID rOM �Y Y11 SUPPORT FACILITY r Status Slu>nty as of (lerniciil suppWunili1y Contract Time -- Days into Construction 1,037 355 Percent of Contract Time 100% 78% Contract Payments -- This Month 0 223,658.00 Contract Payments -- Total To Date 32,731,243.00 3,757,546.00 Percent of Contract Amounts Including Change Orders 99% 88% Shop Drawings Submitted to Date 732 173 Number Retuned to Contractor 731 172 Chemical Exparnion Plum: Wan-arty work on influent mixer, settling of outstanding CPR's and Change Order work. Support Facility: Initial HVAC start-up and balancing. Installation of laboratory fixtures, equipment and casework. Completion of resilient the flooring and carpeting. Preliminary punch list work. Installation of entry and exit gates, manual operation of entry and exit gates. LL, Luxiscaping Contract: Phase 2 Landscapi advertised for bids. DURHAM �-� AIDVAN%"O"ED WASTEWATER TREATMENT PLANT DATE:_ _ February 22, 1994 _ CONSTRUC"'JON PROGRESS REPORT NO.� 52 « CHEM PHASE _ n n 4 SUPPOP.T r ACIUTY -ff'ffl Status summa;" as, of January 31-119L4 ChrmiSupWrt Facility Landscape Contract Time -- Days into Construction 887 144 116 Percent of Contract Time 100% 31% IUO% Contract Payments -- This Month 5179,519.00 $236,781.00 $23,522.00 Contract Payments - Total to Daw $32,388,996.00 51,000,780.00 $464.393.00 Percent of Contract Amounts Includ;ng Change Orders 99% 74% 92% Shop Drawings Submitted to Date 732 120 24 Number Returned to Contractor 731 24 RChemical Expare,ion Phase: For the month of January, Wildish Building Company continued work at all areas cf the contract, the focus was primarily on punch list items for final completion. Start-ups for Primary Clarifier No. 4, Ae-•ation Basin No. 1, Chemical Clarifier No. 1, Chlorine Contact Basin No. 1, the reprogramming of the 12aw Sewage rump Station pump controls, and the Chemical i� Feed Building were scheduled for I ebtuary. LO LL� Support Facility: In January, Ron Constniction continued work in areas A, C, and E. Exterior precast panels were installed for each of the buildings. At building; A, interior mFtal stud walls were installed. Framing U•-r skylight, and store fronts began. Electrical conduits were installed in the office and data processing areas. At building C, the metal decking for the roofing system s installed along with structural supports for the heating, ventilating, and air conditioning system. At building E, underground electrical and piping was installed for laboratory casework. Landscaping Contract: For the month of January, as-constructed drawings were replic.acJs on CAD for easy reproduction. Completion of the project was scheduled for mid-March of 1994. DURHAM ADVANDED WASTEWATER TREATMENT PLANT DATE: 18, 1994 CONSTRUCTION PROGRESS REPORT NO._]` w CHEM PHASE • r - - n r .•�.°•r .�°a.o.. .�°°°ems WSUPPORTFACILITY Utus Summary' as 4f_Dss,m12 31" 1y93 _ heink, SupaQrt Facility anndscanc Contract Time -- Days into Construction 856 113 85 Percent of Contract Time 97% 25%_ 74% Contract Payments - This Month $495,072 $173,623.00 s2::,S.2.00 Contract Payments - Total to Date $32,209,467 $763,999.00 5464,393.00 Percent of Contract Amounts Ir.cluding Change Orders 99% 19% 92% Shop Drawings Submitted to Date 731 102 24 Number Returned to Contractor '131 101 24 2 Chemical Expansion Phase: For the month of December,Wildish Building Company continued work at Aeration Basin v~i No. 1. Work included the installation of diffuser piping, handrails, grating, and site lighting around the basin. Paining of the protective coating was completed. Chemical Clarifiers No. 1 and Chlorine Contact Chamber No. 1 modifications .�� continued and reached 98% completion. At the Sludge Loading Station, live bottom hoppers were substantially completed with partial utilization. Sludge cake piping was retrofitted for high pressure usage. In the Chemical Feed Building,the initial 0° check out of the chemical feed pumps and piping were performed. The heating, ventilating, and air conditioning of the �`D, Chemical Feed Building was started and is in operation. Finish work continued in the control, lunch, and laboratory rooms. J Support Facilities: In December, Ron Construction continued working in areas A, t', and E o+�the Support Facility. At building A,roof decking and roof dr,in piping was installed. At building C,the floor slab placement and under slab piping installation was completed. Installation of structural columns and joists began. At building E, the retaining wall was placed. Landscaping Contract: For the month of vccemt►er,ground cover plantings were completed with the exception of the frost sensitive plants,scheduled for planting in March. As-constructed drawings and Operation and Mainteaanee manuals were received from Tuefel. DURHAM ADVANCED WASTEWATER Uff:1 TREATMENT PLANT DATE:_ ry IR. 1994 CONSTRUCTION PROGRESS REPORT NO. � CHEM PHASE ' ISUPPORT FACILITY f f ° f b " " • " • I b . b IN) IlN mus Summary as of NovWd �"WeF Contract Time -- Days into Construction 825 82 54 Perce-u of Contract Time 91% 18'%.1) 47% Contract Payments - This Month $330,72-3 $286,177.00 $85,781.00 Contract Payments - Total to Date 531,628,3618 $596,376.00 5440,871.00 Percent of Contract Amounts Including Change Orders 99% 14% 88%n Shop Drawings Submitted to Date 722 27 24 Number Returned to Contractor 722.. 64 24 o.. Chemical Expansion Phase: For tht month of November,Wildish Building Company completed the rehabilitation work N of Aeration Basin No. 1 cell walls. Low prets:ire air piping system installation continued. Chemical Clarifiers No. 1 and Chlorine Contact Chamber No. 1 modifications continued. At the Sludge Loading Station,installation of the sludge unloading ►— equipment continued. Finish work and punch list items were started at Primary Clarifier No. 4. At the Chemical Feed Building,painting of the Lime Building interio•was completed. Heating,ventilating,and air conditioning of the Chemical Feed cc Building was completed and start-up of the system began. Control and instrumentation wiring inF;allation continued. iu --J Support Facilities: In November, Ron Construction continued working in areas A, C, and E of the Support Facility. In area A, structural steel support columns were placed. Steel joists and girders were on site and installation began. At area C, footers we:a placed and rough plumbing and buried electrical were installed. At area E, excavation for footings and demolition of the existing patio slab were completed. Potable water line connections were made and the oil separator system was installed. Landscaping Contract: For the month of November,Tuefel had the,tree and shrub plantings' 95%completed. Work continued on ground cover and mulching. Additional work was completed to enhance the survivability of small ground cover. Planting of 4" and smaller ground rover i:, delayed until March when the weather is more favorable. To dale the grass and plantings appear to be well established and of good quality. DURHAM T" �r ADVANCED WASTEWATER ufn. TREATMENT PLANT DATE: CONSTRUCTION CONSTRUCTION PROGRESS REPORT NO._62 KU/PORT IACKM r0000m Joo0000 I I — _ 1 tw0000 I I I _ 1 I loaocao I — I a ,eaaw oaimo :— tI _ / 0 M 0 J I Y A Y J J • / 0 M 0 J I 1Ne 1K, IN, WIOKCgl,MJ►1Ule K �h e ,.r 7.1 •a . Lr , I e.r I e • 1 0 M e J r Y A Y J J leee INe Status Summary as of November 30, 1994 Support Faculty Landscapinp- Contract Time -- Days into Construction 446 63 Percent of Contract Time 97% 25% Contract Payments -- This Month 178,730.00 138,296.00 Contract Payments -- Total To Date 4,170,580.00 199,534.00 Percent of Contract Amounts Including Change Orders 97% 50% Shop Drawings Submitted to Date 177 10 Number Returned to Contractor 176 7 Chemical Expansion Phase. Awaiting Settlement of outstanding CPR's and Change Order work to finalize the a project. V, Support Facility: Completion of demolition in buildings 3 and D. Concrete restoration in building D complete. -_ Installation of jih crane base in building D :MU wall installation, plumbing, HVAC and electrical work in building B. Installation of sheet rock and metal framing in building B and D. Gus piping and gas unit heater LL installation in buildings B and D. Installation of new overhead coi!ing doors and sectional doors, door frames, J louvers and motor operated dampers. Continuing with punch-list work in buildings A, C and E. Change Order 93 appro,led and Change Order #4 sent to USA for board approval. Lrvidscaping Contract: Landscaper has completed the removal of the gravel around the basins and is importing topsoil and mixing it with USA grow. Irrigation system installation is at 80% completion. Pressure testing of tie-ins has been performed. Core drills for control wire conduits and irrigation water lines have been completed. Drainage areas have been —+ulched and coconut fabric has been installed to coptrol erosion in the main drainage Swale. Mow strips, native seeding and completion of drainage work has been delayed until the spring of 1995. DURHAM ADVANCED WASTEWATER TREATMENT PANT DATE':_ Dece�gC 27, 1994 CONSTRUCTION PROGRESS REPORT NO. 61 IUMOtY 1JICL TY faavOn — .M0000 f4'AI000 ]0 fOtl1 111Om0 yy (000000 If0000p 10(9000 1 0 w 0 J f Y A N J J A 1 0 N 0 J 1 INf IMA IM1 UNCECA/MO MA{t 1 1 A �� fA Mee 1 0 N 0 J I Y AU J J 1111 1111 Status Summary as of October 31, 1994 Support Facility Landscaping Contract Time -- Days into Construction 416 33 Percent of Contract Time 91% 13% Contract Payments -- This Month 114,342.00 51,261.00 Contract Payments -- Total To Date 3,982,443.00 51,261.00 Porcent of Contract Amounts Including Change Orders 94% 14% Shop Drawings Submitted to Date 174 9 Number Returned to Contractor 174 7 Chemical Expansion Phase: Awaiting Settlement of outstanding CPR's and Change Order work to finalize the project. SupF)ort Facility: Installation of new roofing systems on buildings B and D. Dry rot repairs on existing rjof sub structure. Installation of HVAC units. Continuation of demolition in building B and in building D. Site grading complete. Balancing of HVAC system in Buildings A, C, and E. Punch-list work in buildings A, C and F. LandFraping Conh-act: Contractor has mobilized, started drainage improvements at existing area Orth of filters, removing gravel from perimeters of basins, installed gate in existing fencing and began excavation for irrigation taps to supply line and tapping for new wdves. DURHAM ADVANCED WASTEWATER TREATMENT PLANT ful DATF: September 9, 1994 CONSTRUCTION PROGRESS REPORT NO. 58 « CHEM PHASE T U 1 f f (SUPPORT FACILITr meatus Summary as of July 1,lChemicul Support Facility Contract Time -- Days into Construction 1,037 324 Percent of Contract Time 100% 72%u Contract Payments -- This Month $179,519.00 $131,574.00 Contract Payments Total to Date $32,388,986.00 $3,533,888.00 Percent of Contract Amounts h -luding Change Orders 1?9% 76% Shop Drawings Submitted to Date 731. 173 Number Returned to Contractor 731 172 Chemical Expansion Phase: Warranty work repairs took place on the influent mixers. Change Orders were finalized for the final Change Order. V) Support Fa, 'lity: The security and fire alarm installation was completed and checked out. In Building E, la!-oratory casework installation continued. The HVAC system was completed and started up. Installation of the fire system began in Buildings A and E. Exterior finish work continued on LL Building E. Site work consisted of fence and power gate installation. Preliminary punchlists were issued for rooms as they became available for inspection. Landscaping Contract: The final design review for the next stage of landscaping took place. DURHAM ADVANCED WASTEWATER TREATMENT PLANT DATE: June 30, 1994 CONSTRUCTION PR03RESS REPORT NO. 55 r CHEM PHASE • w w r n r _ F .. ....•. ir. ia.e.... .4 a...w ... SUPPORT FACILITY 5Satu,immaaasofAUril34,1,9Y4 ;cal Sup2urtili Contract Time Days into Construction 976 233 Percent of Contract Time 100% 51% Contract Payments -- This Month %0.00 5467,952.00 Contract Payments - Total to Date $32,654,801.00 $2,430,109.00 Percent of Contract Amounts Including Change Orders 99% 58% Shop Drawings Submitted to Date 732 172 Number Returned to Contractor 731 171 Chemical Expansion Phase: For the month of April, Wildish focused on punch list and warranty V) work items left to complete. Operation and check out of equipment took place. Instrumentation and control systems were checked. System operations work continued. HDR continued programming work and training for various systems. G7 Support Facility: In buildings A and C, sheet rock installation continued and window installations were completed. The pulling of wiring and conduit continued in building A. Plumbing for the restrooms and domestic hot water loop continued. Exterior building insulation and finish systems work continued along with the installation of the cap flashing and skylights. The installation of the monorail system in building C began. In building E, metal framing for the walls, soffits, and skv lights began. Site work continued with the .Kcavation and subgrade work for paving areas in front of buildings A and D. The placement of curbs, gutters, and sidewalks in front of building D continued. Landscaping Contract: Construction was completed. Punch list items were being completed. DURHAM ADVANCED WASTEWATER UfA TREATMENT PLANT DATE: April 25, 1994 CONSTRUCTION PROGRESS REPORT NO. 54 CHEM PHASE � ■ r ■ r r w • w w ` ./ 7 •.�...r• iii.e...r....�•...�• •r. u �' SUPPORT FACILITY wr � Sj a ji Summary as of March 31. 199 Chemical Support Facility j, pg Contract Time -- Days into Construction 946 203 130 Percent of Contract Time 100% 45% 100% Contract Payments -- This Month $130,842.00 $634,885.00 515,400.00 Contract Payments -- Total to Date $32,654,801.00 $1,962,157.00 $480,674.00 Percent of Contract Amounts Including Change Orders 99% 47% 95% Shop Drawings Submitted to Date 732 165 24 Number Returned to Contractor 731 164 24 Chemical Expansion Phase: For ,he month of March, identifvirq panch list and warranty work took place and corective measures began on these items. The remaining construction work for the project was for change pror-;,&. HDR continued with programming and trouble shooting the instrumentation and control systems. Support Facility- In buildings A and C,sheet rock,insulation,and window installations havt begun. Preparations were made for painting d.,e completed sheet rock sect;ons. Wiring was pulled for lighting and power circuits. The HVAC ductwork installation was near completion. Hollow metal' door frames were installed. Hot And chilling water lines were installed and 1' insulated. Exterior building insulation and finish systems were applied. In building E, laboratory casework plumbing J installation continued. Fumehood and canopy hood ductwork systems, HVAC dampers, and conduit runs for power and control were being installed. Door frames and windows—ere constructed. The roofing system for all the new building was installed and preparations for the leak test were made. Site work in front of the existing building B began by the removal of the existing curb and gutters, sidewalk, and the power and communication dud banks. Curb and gutter work were near completion at building A. Landscaping Contract: Construction was completed. Inspection and replar•emtmt of dying P- diseased plantings will continue through until January 25, 1995. DURHAM ADVANCED WASTEWATER TREATMENT PLANT I June 30, 1994 CONSTRUCTION PROGRESS REPOR NO._ 56 CHEM PHASE r . Y I . Y rYi ,rv• .M�•„0 •,1� .M I SUPPORT FAULITY Stat... Summary as of May 31, 1 'h mic 1 ► !� Contract Time -- Days into Constriction 977 264 Percent of Contract Time 1(X)% 58% Contract Payments This Month $76,442.10 $515,521.00 Contract Payments Total to Date $32,731,24 W $2,945,630.00 Percent of Contract Amounts Including Change Orders 99% 69% Shop Drawings Submitted to Date 732 173 Number Returned to Contractor 731 172 y Chemical Expansion Phase: In May, final punch list and warranty work continued. Trouble shooting for the sludge loading system VFD's took place. Performance tests were run on the Sch,.Ning N Pumps. Operations check out of the instrumentation and control systems continued. Weeldy punch list up-date meetings took place. A meeting was scheduled for all final CPR's to incorpoi.:fP ;nto the final change order. y Support Facility: Painting began for buildings A and C. Placement of acoustical ceiling grid, light fixtures, and HVAC fixtures began. Exterior building finish systems work continued with the installation of store fronts and doors. Installation and check out of Local Area Network wiring, telephone whir g, and MCC wiring took place. The boiler and chiller installation was completed. HVAC register and grills were installed. At building ( the overhead coiling doors were installed and operational. In building E, the installation of HVAC du (work began. Installations of acid vent piping and laboratory casework piping took place. The placement of curbs, gutters, and sidewalks in front of buildings A and D continued. Work began on the retaining wall and paving for areas A and D. Landscaping Contract: Construction was completed. Warranty work took place on the irrigation system. Review of plant surviv,ll and warranty work list was sent to Tuefel. DURHAM ADVANCED WASTEWATER TREATMENT PLANT A,, June 30, 1994 DATE: _ CONSTRUCTION PROGRESS REPORT NO. 57 � CHEW PHASE s r N I SUPPORT FACILITY Status 5ulmary as of June30, 199hemi Support Facility Contract Time -- Day, into Construction 1,007 294 Percent of Contract Time 100% 65% Contract Payments - This Month $179,519.00 $280,319.00 Contract Payments - Total to Date $32,388,986.00 $3,225,949.00 Percent of Contract Amounts Iccluding Change _,..lens 99% 76%,, Shop Drawings Submitted to Late 732 173 Number Returned to Contractor 731 172 Chemical Expansion Phase: In.June, Wildish worked on final punch list and warranty work items. Operations check out of the instrumentation and control systems continued. Support Facility: For buildings A and C carpet it:stallation began. The security and fire alarm systems were installed. In the restrooms and showers ceramic tiles were placed. Cabinet and millwork installations began. Lighting installations continued. In building D, the temporary wall partitions for the electrical room and the installatinn of MCC's and panels were placed. Installation of wiring and conduit from building E to the MCC and panel room in building D took place. In building E, the installation of laboratory casework, fume, and canopy hoods began. Mechanical room piping was insudled. Door, acoustical ceiling tile, lighting, and lighting controls i*nstallations began. Site work included work on the entry gates and the electrical duct banks for power and control of the gate operators. Landscaping Contract: Review of plant survival and warranty work list acknowledged by Tuefel. DURHAM ADVANCED WASTEWATER TREATMENT PLANT DATE: March 2$,1994 CONSTRUCTION PROGRESS REPORT NO.�3 r CHEM PHASE SUPPORTFACILITY ! t ,v Status Summary as of February 2R. 1994 Chemical J'JunnorLFFili Landscape Contract Time -- Days into Construction 915 172 116 Percent of Contract Time 100% 37%v 100% Contract Payments - This Month $34,973.00 $326,492.00 $23,522.00 Contract Payments - Total to Date $32,523,959.00 $1,327,272.00 $464,393.00 Percent of Contract Amounts Including Change Orders 77% 24% 92% Shop Drawings Submitted to Date 732 143 24 Number Returned to Contractor 731 142 24 1 Chemical Expansion Phase: For the month of February, start-up activities for all portions of the Aeration Basin, Chemical Clarifiers and Chemical Feed Building continued. Punch list activities also >_ continued for the entire project. Chemical deliveries were scheduled for the Chemical Feed building. Demonstrations of various chemical feed systems were performed . HDR installed software, programming, and interfacing for CRISP. Programming for the Raw Sewage Pumping Station was .0completed. J Support Facility: For February, Ron Construction continued the installation of interior metal stud walls, framing for skylights, and store fronts. Electrical conduit in:itallation continued for the office and data processing areas. The metal decking for the roofing system and structural supports for the HVAC system were installed on building C. At building E, installation continued for underground piping and electrical systems for laboratory casework. Installation was completed for all exterior precast panels. Landscaping Contract: Operations and Maintenance manuals were received. As-constructed drawings continued to be replicated on CAD. Completion of the contract work will take approximately 1.0 working days and is scheduled for the end of March, 1994. Construction Inspection�Re " ts Carlson Testing, Inc, 14 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box on 97 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ ASTM C172 Method of Testing: ASTM C39_ _ FAX#684-0954 Date Molded: 01/06 __ 19_ 94 Joh No. 93-9158A Permi'No: Client: RON 'S CONSTRUCTION CO _,.. Project: DURHAM WWTP SUPPORT FACILITIES Address: _ T I GARD OR Contractor: RON 'S CONSTRUCTION _ Sub Contractor: LEE REDFERN Concrete Supplier: LONESTAR NORTHWEST ^_ Truck No._`7063 _Ticket No. 188866 Cast By: M . LARSON _Cu.Yds. 10 .5 Load Weather: RAIN_ P 9 p - Tem High:—47.-__--Tem Low: 3 Location of Placement: FLAB ON GRADE AND STEPS BUILDING Test Time q 50 _—Concrete Temp: 61 Strength Requirement: _.. 4000 _ _ PSI(6) 28 days Slump.4 — C3ment Type Mix No,/No.Sacks_ 0750 Air Content 4 .7� _____- Max.Aggregate.__ 3/4° AdmW/AEA ix.Amount: —Brand'_. WR()Admix.Amount:� —_____Brand:____._._ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt.� Load PSI No. 7 3289 01/07 01/13 117,340 28.29 4150 28 28 3289 01/07 02/03 146,450 28.9 5140 35 28 3289 01/07 02/03 134,840 28.9 4730 35 a HOLD 28 3289 01/07 02/03 138,560 28.9 4860 35 fti 1- N F- r. _J L Remarks cc_:CITY OF TIGARD IDR ENGINEERING UNIFIED SEWERAGE AGENCY — TNSPEC 1 ' 1 fl 111.1 Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing Inc. Geotechnical Consulting REPORT OF 6 •K 12 CONCRETE 'TEST SPECIMENS P.O. Box 23814 ASTM C391C31IC.12,?IIC1.,741IC143IC231/CI064 Tigard,Oregon 97281 Test Methods: �_ Phone(503)684-3460 FAX#6840954 0 109 �4 93--6681 Date Molded: Job No. Permit No: Client: -- WILDISH BUILDING CO — DLIRHAM SITE --- Project: . DLIRHAM WWTP PLANT PHASE II'B — DLIRHAM OR Address: — WIl_DISH CONSTRLICTION Contractor: — Sub Contractor: L ONES FAR 711 7 1 G 7311 Concrete Suppler. Truck No. Ticket No. MICHAEL LARSON 10 Cast By: _ ----Cu.Yds. ._ __Load No. .._ PAINING {7 19 Weather. -- — -- — --Temp.High: —__Temp.—Temp.Low: Location of Flacement: 8:50 Test Time: Concrete Temp: ---- --- 4000 Vit? Strength Requirement: ------ - PSI ® -- --_ ---days Slump _— Cement Type 0750 '3 3"„ 3.4 Mix No./No.Sacks Alr Content --.—.— Max.Aggregate AEA Admix.Amount. Brand: Admix.Amount: ___Brand: Set Test Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 7 3864 02/1 0 02/1 107,610 213.41 3790 474 KB 28 3864 02/10 03101 , 28 3864 02/1 o3/0, HOLO 3864 02/10 a Ct — — F-- fn CC) H UJ - c-c-HDR ENGINEERING Remarin: —_----�__._ _ ----- CITY OF TIGARD ADVISED THOR OF LOW AIR Information contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF4�r J , rQAlCQjr TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: , 19--'}4 Job No. 93/9158 A Permit No: - ---.------ Client: --EwfFfED SEWERA6E A6e0eY DEPARTMEW— --— — Project: Address: —;r6{RP OP - — -- Contractor: W:F L 191 S4 i Sub Contractor: ---- - -- --- Concrete Supplier: L r+#«b-rAp erR7Htklrr Truck No. __j__j_r Ticket No. _ -- Cast By: 19 0 'C_'0. i0f 11 -._. _ Cu.Yds. � _Load No..i --- Weather. 1INNY _. __Tp7,tp.High: -4t Temp.Low: -13 Location of Placement: fi'f TA T N TNr L.IA! 1 Fitt'1'TNf RJ J T1 1]T NS: t'Rr7 t1F Pl-LIMP LUG r_Q9'N4 Test Time: 115— Concrete Temp: Strength Requirement: 4 o0o - —PSI 0 x�114 days Slump 4-__ Cement Typet' 4 000 000T Mix No./No.Sacks -- ' -Air Content Max.Aggregate 3/d Admix.Amount: Brand: — Admix.Amount: ---Brand: Set TWO Register Date Date Total Area Unit Repport�Tested No. Days Number Recd Test Load PSI No. By _ 28 -3 3, : 03-04 _ HOLD _-L� ri 6,21-07 d N - N Y _ N J .-n cc LO W J ' Remarks: OF HOR ENGINEFRING Information contained herein is not to be reproduced,except in full,without prior authorization from this otflce. Construction Inspection&Related."Tests 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 0172 Method of Testing: _ ASTM �� — FAX#6840954 Date Molded: 01/18 19 94 Job No. 93-9158A Permit No: Client - RON 'S CONSTRUCTION CO Project — DURHAM WWTP SUPPORT FACILITIES Address: _ T IGARD OR Contractor: _ RC.`N 'S CONSTRUCTION Sub Contractor. __LEE REDFERN Concrete Supplier:_.I-ONESTAR NORTHLIE_ST Truck No. 10 Ticket No. 164985 _ Cast By: U `llll I l'J�,j`:1 Cu.Yds. Load No.1 _ Weather: _ OVERCAS'( W/FOG _-._- Temp.High:—4 4 Temp.Low:_ 30 Location ofPle,-ement: ENTRYWAY SLABS Teat Time Concrete Temp: Strength Requirement 4000, PSI @- 26 days Slump 3 1/2" __Cement Type I_ — -. Mix No./No.Sacks- - - 0750 _Air Content 3 •6% Max.Aggregate 3/4 Atlmix.Amount: Brand-HOT WATER Admix.Ami unt Brand. Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 7 '-)0 01/19 O1/2 109,550 28.68 3820 34 213 3490 01/19 02/15 1 125,650 28.35 4430 37 28 3490 01/19 02111 129,130 28.35 4550 37 J Lo W Remarks: cc:CITY OF T I GARO _ HDR ENGINEERING UNIFIED SEWERAGE Ai.J IJCY -- INSPECTION CLEF' - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Test Carlson Testing, Inc. Geotechnical Consulting REPORT OF6 )C -1 2--CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Test Methods: .+96T.f - Phone(503)6843460 63 - FAX#684-0954 Date Molded: - , 19—y4-- Job No. 93/9158 A Permit No: -- Client: — CWI STEWERA - — Project: } _ ,-'- -- Address: — — - — Contractor: W1 L X111--4 — -- ----Sub Contractor. -- Concrete Supplier: r j nw�c,- a rre ` Truck No. _ �_f-- —Ticket No. __ 1 6 j� Cast By: o •+ 'GeWiOR Cu.Yds. --- Load No.� Weather. Temp.High: -4-0— Temp.Low: 23 Location of Placement: RETAIN TNG, 1141 1 Fon 7'TNt ti R11 Tl n ENG F-20-� ).E 'L L l ` Test Time: !l Concrete Temp: _64) Strength Requirement: -----4A200 --- -- PS1t1- -days Slump 4 —Cemen,Type[ 4000 ODO T Mix No./No.Sacks 7q _Air Content Max.Aggregate 3 Admix.Amount: ---------Brand: --Admix.Amount: —_-_—_Brand: Set Test® Rei .ter Date Date Total AUnit Report Tested Area No. Days Number Rec'd Test load PSI No. By 28 .�� s22 7 G3-04 158 02 28.27 5590 39 28 2835 �22L�?Z -a _-_159,_420— 8.27 _5640_ _39_ ---I�--- HOLD 28 2-03/04--t--158 8_27 -5600— Remarks: 560 Remarks: __.-- HDR ENGINEERING Information contained herein is not to be reproduced,except In full,without prior sufhori;cetion from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Gcotechnical Consulting % 12 CONC:R�r TEST SPECIMENS REPORT OF, -- P.O.Box 29814 ASTM C391CI.;"2/C.143/C1064/C31/C1231/C231 Tigard.Oregon 97281 Test Methods: `_� Phone(503)684-3460 FAX#684-0954 02/2 94 93-9158Date Molded: , 19 Job No. Permit No: Client: L1NIF'IED SEWERAGE AGENCY - INSPECTION OEPARTMEN7 - ---- ---_- D(IRHl-)M WW TP S1.IPP ORT F-ACIL. FTIES Project: -- -- T I GARD OA' Address: - --- RUN'S CONS TRUC TION LEE � � Contractor: _.-_-- -Sub Contractor: - - ----- L ONES TAR NOR THWES T .7041 1.1-,'4 900 Concrete Supplier: -_---_-Truck No. -.._Ticket No. MICHAEL_ L.ARSON 10 6 Cavi l3v: -Cu.Yds. Load No. PAINING tic') 34 Weather: - --.- Temp.High: Temp.Low: ---- -- SL.AB ON GRADE BLO . E L w,.ation of Placement: -- -- ---- --- --- 10:40 72 Test Time: -__-_.- Concrete Temp: _. . 470o i Strength Requirement: —. ------------PSI 9t - -- -- days Slump -- . --._ Cement Typo --- 7.50 Mix No./No.Sacks -- __ _ Air Content .____ -_ ------ --- Max.Aggregate -_._-- -----_.---__-_ AEA WRA SUPER PLASTICIZE Admix,Amount: Brand: Admix.Amount: rand: Set Test@ Register Date Date Total AUnit Report Tested No. Days Number RecdArea Test toad PSI No. By 1 I .7 4008 0" /23 03/01 147,_600 28.36 5200 39 ____ 1KB r� 4, V 0^08 '02/23 03/22 2t? 4008 G/23 03122 HOLD 4008 02/23 J cc.:C.1 TY OF TIGARD Remarks: 110H FNGINLEHINU InformeNon contained herein Is not to be reproducec,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting X 1<' CONCRE TF_ REPORT OF, TEST SPECIMENS P.O. Box 23814 ASTM C.31/C3`7/C12 31/C1.72/C.143/C1064/C 231 Tigard,Oregon 97281 Test Methods: �___ Phone(503)684-3460 FAX#684-0954 Date Molded: y`'/`y`� 19 9493No. 93w158 Permit No: Client: UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT _ 0(.11;HAM WWTP SCIPPORT FACILITIES Pro;ect: TIGARD OR Address: — —INION 'S LEE REDFEfi N Contractor: ---__Sub Contractor: -- L ONES TAR NOR THNE.3 T .71 .1,74885 Concrete Supplier: ---—Truck No. - Ticket No. MI CHAF_L L AR:.:ON 10 3 Cast By: ___ Cu.Yds. Load No. _ 1�ATN SO 34 Weather: _— Temp.High .__--_Temp.Low: — SLAB ON GRADE BLDG, F Location of Placement: 8:30 — ---- -_ Test Time: Concrete Temp: Strength Requirement: . PSI a —. _days Slump Cement Type 0.750 ..�.G'b 3 `4 r, Mix No./No.Sacks — Air Cuntent Aggregate AEA SCIPER PLASTICIZER �'RA Admix,Amount: _Brand: —Adrrix.Amount: _Brand: Set Test® Register Date Date Total I AUnit Report _ Tested Area No. Days Number Reed Test Load PSI No. By I '17400? 02/23 03/01 147,500 28.36 5200 40 I® 8 400.7 02/23 03/412 28 400.7 02123 03/22 HOLO) 400.7' 02141:3 cc:CITY OF TIGARD Remarks: - -- ——-.. -- Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. ` Construction Inspection&Related'tests Carlson Testing, Inc. 14 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box on 97 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM ('17 Method of Testing: ASTM C39 _ FAX N 684-0954 Data Molded: — 01/1 H , 19 �� Job No. 93-9158A Permit No: Client: RON S CONSTRUCTION CO Project: — DURHAM WWTP `)UPPOR1 FACILITIES Address: T I GARD OR Contractor: RUN 'S C:OINSTRUCTIONLEE REDFERN _ —Sub Contractor: Concrete Supplier: LONESIAR NORTHWI-ST Truck No. 107' Ticket No. 164995 Cast By: B . SUM11'J`!I<1 Cu.Yds. 7 Load No.1 gather: OVEFICAS C W/FOG Temp.High: 44 Temp.Low: 30 Location of Placement: FLH I RYWAY SLABS Test Time_1�1 r —_-. —Concrete Tem p ---"7 2f? 3 1/2" I Strength Requirement: --._�_.___ PSI @_ days„n p Cement Type—_ —_ Mix No./No.Sack9 --Air Content------- Max.Aggregate_—�.— Admix Amount. —Brand FOOT WATER Admix.Amount: _— ---Brand. Set I Test @ Register Date Date unit Total Area unit Report No. Days Number Recd Test Wt. Load _ PSI No. 7 3490 #7 1/19 01/25 109,550 28.68 3820 34 28 3490 01/19 02/15 28 .3490 01/191 02/1 rt LUV Y Cil J Remarks: Cc =C l T Y OF 1 I CARD - HDR ENGINEERING UN IFIf-t_t ��EWERAGE AGENCI' INSRECTION CLEF Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspecti+m&Related Tests Carlson Testing, Inc. JOB No —_.93-9158 P.O.Box 23814 Tigard,Oregon 97281 May 1 19`x4 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX#684-0954 Client UNIFIED SEWERAGE AGENCY - INSPECTION DIVISION___ Project— DURHAM t4WTP SUPPORT FACILITIES _ __— TIGARD OR De;.,ription CLASS "C" ASPHALTIC CONCRETE FROM O .A .P . - 1UNQUIN . Rice Density 1 54 .5 Marshall Value Method of Test ASTM D2950 Serial#. 1_6185 NUC 344.0 DATE OF TEST TEST LOCATION Lift No. In Place Density COMPACTION TEST NO. O5- 10 1 SERVICE BUILDING PARKING @ RANDOM 2 148 .4 95 .E-1 05--10 2 SERVICE BUILDING PARKING @ RANDOI11 2 148 .8 96 .0 05-10 3 SERVICE BUILDING PARKING @ RANDOM 148 .9 96 . 1 05 - 10 4 SERVICE BUILDING PARKING @ RANDOM 2 148 .8 96 .0 05- 10 5 SERVICE BUILDING PARKING @ RANDOM 2 1.49 .6 96 .6 V1 Remarks: CC : C11 OF T I GARD HDR ENGINEERING _.J K . THRALL. /1`113'1 - Tested by --__ _ ____ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. JOB NO. — 93=91'B_ P.O. Box May 11 , 1994 Tigard,Oregoonn 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX#684-0954 Client UNIFIED SEWERAGE AGENCY - INSPECTION DIVISION Project DURHAM W141'P SUPPORT FACILITIES TIGARD OR Description_ CLASS "B" ASPHALTIC CONCRETE FROM O .A .P . - TOIVuUJ.IJ Rice Density 155 .2 Marshall Value Method of Test_ ASTM D2950 Serial#_ 14-489 IVUC 3440 DATE OF TEST TEST LOCATION - Lift No In Place Density COMPACTION TEST NO. 05-09 1 EAST PARKING AREA 1 143 .6 92 . ' 05-09 2 EAST PARKING AREA 1 144 .3 93 .0 05-09 3 EAST PARKING AREA 1 142 .0 191 .5 05-09 4 EAST PARKING AREA 1 142 .5 91 .8 05-09 5 EAST PARKING AREA 2 143 .7 92 .6 05-09 6 EAST PARKING AREA 2 145 .5 9.3 .8 05-09 7 EAST PARKING AREA 2 142 .2 97. .E. 05-09 8 EAST PARKING AREA 2 145 .8 93 .9 n cc : CITY Oi- T I GARD Remarks. — -- - — HDR ENGINEERING S . L_EACH/Mf3H Tested by _ __ ___ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prier authorization from this office. • Construction Inspection & 7TestsCarlson Testing, Inc. Geotechnica 6 X 12 CONCRETE REPORT OF TEST SPECIMENS P.U. Box 23814 ASTM C39/C31/C172/c:143/C1064/C1231/C231 Tigard,Oregon 97281 Test Methods: _.— -- Picone(503)684.3460 04/14 94 93-'7158A FAX#684-0954 Date Molded: 19 Job No. — -- Permit No: --- ------ - RON 'S CONSTRUCTION CO Client: -- -- — --- -- DURHAM WWTP SUPPORT FACILITIES Project: -- — ---- — TIGARD OR Address: -- -- --- RON 'S CONSTRUCTION REDF'ERN Contractor: — - --Sub Contractor: -- — -- - LONF_STAR NORTHWEST 81 194215-12 Concrete Supplier: -- _ ---Truck No. _____--Ticket No. J . WOOLF 45 .5 1 Cast By: ______Cu.Yds. _ _Lead No. --- Weather: Temp.High: Temp Low: -- SLABS ON GRADE @ EAST SIDE OF SERVICE BLDG . , LOADING AREAS & Location of Placement: — --- - -� SIDE WALKS ADJOINING AS WELL AS DRAINAGE SLAB . 9: 15 ------ - 60 Test Time: _-__—___ --__- Concrete Temp: - St ength Requirement: — _.___ -_- PSI a days Slump ---- Cement Type 0760 4 .30 3/4 ' Aggregate --- - Mix No./No.Sacks - .----- ---- Air Content - _.--- ---- Max. — Admix.Amount: __ —_Brand: _ —Admix.Amount: __Brand: --- Set Test® Resister Date Date TotalAUnit Report -rested Area No. Days Number Rec'd Test _f Load PSI No. Byi — 7 4691 — 04/15 04121 109, 390 28.40 3850 50 JB 691 04/15 0 127 127,780 28.31 4510 55 JB — 8 4691 04/15 0F,/1 . 128,870 28.31 4550 55 JB VIOL[ —28 4691 04/15 05/12 125,620 28.31 4440 55 JB o. n� v; it' - - cc :CITY OF TIGARD flomarks -- ADR—ENGINEERING UNIFIED SEWERAGE AGENCY - INSPECTION DEP LOAD #2 4 . 1% AIR SLUMP *5" — 3._A,_a_L_ _ .SLUMP 4,51 #4 OLD SENT AWAY #6 4. 5% SLUMP *5" * NOTIFIED CONTRACTOR. Information contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Ter ting, Inc. ��, Geotechnical Consulting REPORT OF 6 X 12 CON( RETE TEST SPECIMENS P.O. Box 23814 Tigwu,Oregon 97281 Test Methods: ASTM C,,iglC31/C.1231/C.1.T2/C14 3/C<_31/C1064 __ Phone(503)684-3460 FAX#684-0954 0'/09 _ 94 93` 9158 A — Date Molded: 19 Job No. Permit No: Client: _ Row s coNs-TRUCTION --- — ----- OUI%HAM MAITF' SUpp0gr - FACILITY _— --. Project: — —- Address: ...__S...W.85th TIGARD Contractor. -IM S CONSTRUCTION— -- ---.-Sub Contractor -_------- - ----- L ONES TAF%' Concrete Supplier: _ -------_.___Truck No. -----Tiei<et No. Cast By: :I B. S[MINWI Cu.Yds. 10 Load No. — -- RAINING 19 Weather: — - Temp.High: ----- Tamp.Lcw: Location of Placement: - - }}-10�1MNING-WAL-h,-idDR'ffii- 0 50 52 Test Time: Concrete Temp: ---- -— i 28 q I Strength Reaufrernent: -- --- -_ -- --_ PSI ® -----days Slump — Cement Type ---0.750 Mix No./No.Sack:; ---Air Content ----------- Max.Aggregate --- ---- Admix.A.nount: AEA Brand. Admix.Amount: - — -- _Brand:---- - - Sot 1 est® Register Date jTest Total Area Unit 11, ort Tested No. Days Number Recd Load PSI No. By 7 3864 0"-,"10 107,610 28.41 3790 78KB 28 38G4 02/.! 28 3864 0211 03/0' HOLC : 864 02/10 o. r.. N I— .J W - cc:HDR ENGINEERING Remarks: - .r •) - CITY OF TIGAno ADVISED THOR OF 1014 AIR - - Information contained herein Is not to be reproduced,except In full,wi.out pncr authorization from this office. Construction Inspection& Related"lests Carlson Testing, Inc. Gcoteelmical Consult ig P.O. Box 23814 May 12, 1994 Tigard,Oregon 97281 93-9158 Phone(503)684-3460 FAX it 684-0954 Unified Sewerage Agency - Inspection Department 155 N First Avenue Hillsboro, OR 97124 Re: Durham WWTP Support Facilities Tigard, OR Class "C" Mix Asphaltic Concrete from OAP - Tonquin Gentlemen: Following are results of an extract ion-gr,idation run on a sample of Class "C" asphaltic concrete supplied by OAP - Tonquin and sampled by our representative, using procedure OSHD D979, on May 10, 1994 . This material was received in our .laboratory on May 10, 1994, and tested on May 11, 1994. EXTRACTION-GrZADA7.ION CSHD TM 309 TM 368 & Tirl 311 (M�_ Sieve Percent ODOT BROAD BAND "C" Size Passing Specifications 1" 100 .0 ------- 3/4 " 100.0 99-100% 1/2" 97 . 0 90-100% 3/8" 87 .0 ------- 1/4 " 70 . 0 52--P0% #4 59 . 0 ------- #8 37 .0 ------- #10 33 . 0 21-46% ,40 14 .0 8-25% #200 7 . 7 3--8% A.C. 5 . 9 4-8% �i This sample meets ODOT BROAD BAND "C" specifications . h- "' OSHD TM 306-A, TM 368 Rice Value = 154 . 5 p.c . f . h- Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in 4 full, without prior authorization from this office. J #93-9158 May 12, 1994 Page 2 of 2 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 ec:p cc: City of Tigard HDR Engineering R r� F- J w Ill J Construction Inspectimt&Related Tests Carlson Testing, Inc. JOB No. May 18 , 1994 P.O.Box 23814 -- Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY -- INSPECTION DEPARTMENT Glient DURHAM WWFP SUPPORT FACILITIES Project T I GARD OR — Soil Description 3/4 "-0 ROCK FROM T 1GARD `,ANLL GRAVEL Max.Dry Density 131 .(> ,lbs./cu.h. Optimum Moisture 1.1 �l % Method of Test L-I M G 1 r Serial# _ E�16 E, N'J l: DATE OF TEST ELEV. LIFT MOISTURE IN-PLACE DENSITY TEST N0, TEST LOCATION FT. N0. b r DAY COMPACTION 05-17 20 EXTREME WEST PARKING , SOUTH HALF F(a 7 . ) J4J_ -H 1.31 .4 100 SF 05-17 21 EXTREME WEST PARKING, SOUTH HALF F . 1 132 .6 125.0 `)5 05-17 22 EXTREME WEST PARKING, NORTH HALF F6 1 .7 136 .6 126 .8 96 SF 05-17 23 EXTREME WEST BARKING F- (:1 1 .0 138 .9 129 .8 99 05•-17 24 EXTREME WEST PARKING f I:, 3 .2 1 145 .9 134 .8 1004- SF 05-17 25 EXTREME WEST PARKING FI, 3 .4 137 . 1 132 .6 100+ 05-17 26 EXTREME WEST PARKING 1-1 .9 139 .6 13.1 .8 100+ 5- _ 05--17 27 EXTREME WEST PARKING 7Fh 7 .0 133 .9 1;.5. 1 95 05-17 2R EXTREME WEST PARKING FI 3 . 1 1.48 .,) 1.37 . 7 1004 I ,-- Cf] Remarks: <: C11-1 OF T I GARD HDR E:NGINEE:RIth!G Tested by K . F HN(ALL!M1311 - CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection &Related Tests Inc.Carlson Testing, Geotechnical Consulting REPORT OF X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/C172/C143/C1064/C1231/C:231 Tigard,Oregon 97281 Test Methods: -- _ Phone(503)684-3460 FAX#684-0954 Date Molded: 05/11 119 94 Job No. 93-9158A Permit No: _ — ------ Client: RON 'S CONSTRUCTION CO Project: _ DURHAM WWTP SUPPORT FACILITIES TIGARD OR Address: - Contractor. - RON 'S CONSTRUCTION Sub Contractor: LEE REDFERN CONCRETE — Concrete Supplier: LONECTAR N0RTHWEST- 7114 _ 195356 Truck No. _ Ticket No. _ M . LAPSCN Cu Yds. 1.�._____ —Load No. Cast By: —-- _._ OVERCAST 78 50 Weather: -- Temp.High: Temp.Low: SIDEWALKS . Location of Placement: —--- — --- -- - _- �- t : .q0 —Test Time: __ _ __ ___Concrete Temp: - -- 4000 Strength Requirement: —PSI @ -- -- days Slump -- --Cement Type 0750 3 .7% Mix NoJNo.Sacks Alr Content -- ----- -- Max.Aggregate - ----- Admix.Amount: W/AEA Brand: —____ Admix.Amount: _---------Brand: ._ Set Test® Registor Date Date Total Area Unit Repport Tested No. Days Number Recd Test Load PSI No. By 7 x.,087 05/12 05/1 99,232 28.37 3500 57 JB 28 5087 05/12 06/0- 28 5087 OS/12 06/0'- HOLD '_087 a. rt N ----------- H J C7 W _ J cc:CITY OF TIGARD Remarks: — . a a UNIFIED SEWERAGE= AGENCY - INSPEC:IION DEF' Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. • Construction Inspection &Related Tests Carlson Testing, Inc. Geoterisnical Consulting RFPORTOF 6 X 12 CONCRETE TEST SPECIMENS - -- - P,O. Box 23814 ASTM C39/C31/C172/C143/C1064/C1231/C231 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: 04/18 . 19 94 Job No. 93-9158A Permit No: ---- Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR Contractor: __ RON 'S CONSTRUCTION Sub Contractor: —_ Concrete Supplier: LONESTAR NORTHWEST __-_Truck No. __'y—.--Ticket No. _ 192972 Cast By: B . SUMI NSK I _Cu.Yds. _._ 10 -Load No.1 SUNNY60 40 Weather: _ "romp.High- —.—Temp.Low: ! SIDEWALKS WEST SIDE .-oration of Placement: — - --- ------ 10: 15 70 Test Tme: - Concrete Temp: --_�--.-- 4000 1,r3 4 1/4 " Strength Requirement: ---- PSI a -days Slump -_ ------- Cement Type 0750 4 .4% '3/4 Mix No./No.Sacks - Air Content -- Max.Aggrogate ------ ---- ---- Admix.Amount: Brand: Admix.Amount: —Brand: Set Test* Register Date Date Total Area Unit Re ort Tested No. Days Number Recd Test _ Load _ PSI No. By 7 4739 04/1` G•"/2 90,641 28.43 3190 52 JP 28 4739 04/19 05/1 136,900 28.39 4820 56 JB 28 4739 04/19 05/1 132,130 28.39 4650 56 JB HOL 28 4739 04/19 05/16 131,340 28.39 4630 56 JB a cY t- b as w Remarks: _ e c:CITY OF T I GARB HDR ENGINEER G UNIFIED SEWERAGE AGENCY - INSPECTION DEP lolonnation contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection&Related Testa Carlson Testing, Inc. 14 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box on 97 _ Tigard,Oregon 97281 Phone(503)684-3460 McO�od of Sampling: _ ASTM C172 Method of Testing: ASTM C*39 _ FAX#684-0954 Date Molded: _ 01/06 119 94 Job No. 93-9158A Permit No: Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT`FACILITIES T Address: — IGARD OR--_, _ - ---- ---- Contractor. . RON 'S CONSTRUCTION _Sub Contractor: LEE REDFERN Concrete Supplier: _ LONESTAR NORTHWEST _ Truck No.. 7063 Ticket No. 188866 M . LARSON Cu.Yds.__ 10 .5 , Load No.2 Cast By. �_—..— - - - . Weather. RH I N — Temp.High: 47 Temp.Low:— 35-- Location 35—_Location of Placement: SLAB ON GRADE AND STEPS BUILDING _ 5O______ Test Time 9_'O__ ___Concrete Temp: Strength Requirement: -_-__4000 —. PSI(,,i_ 28 --days Slump.4"_.---__-Cement Type Mix No./No.Sacks__ 0750 _ Air Content 4_7 b _ -__._--Max.Aggregate- 3/4 " Admix.Amount: W/AEA —_Brand — Admix.Amount:iJf�A __Brand: - Set Test @ Register Date Date Unit Total Area Unit Report SNo.et Days Number Recd Test Wt_ Load _PSI_ No. 7 3289 O 1/u7 01/13 1-17,340 28.29 4150 28 28 3289 01/07 02/03 28 3289 01/07 02/03 TOLD 3289 01/07 r� Remarks: _ c c-CITY OF t I GARD -- HDR ENGINEERING UNIFIED SEWERAGE AGENCY - INSPECTION DEP information contained harein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-9158 P.O.Box 23814 JOB NO. . Jan 04 , 1994 Tigard,Oregon 97281 REQgRT OF �N:P �P%Ff �I§[TESTS Phone FAX(503)#884-095460 UNIFIED SEWERAGE:_ AGE CY - I A Client [.DURHAM WWTF' 5UPPOR1 FACILITIES Project T I GARD OR Soil Description 3/4 "-- 0 ROCK FROM MORSE BROTHERS — COFFEE LAKE Max.Dry Density 136 -- . 1 9 .7 AASHTO T-180 -" —Ibs./cu.ft. Optimum Moisture % Method of Test Serial# 1'0677 NUC 3440 DATE OF TEST _ ELEV. LIFT MOHELD ISTURE IN-PLACE� uEN, % TEST N0, TEST LOCATION FT. N0. % WET DAY COMPACTION -- > — J L-D-ING— _ , 01-04 15 BUILDING PAD @ NORTHWEST CORNER GRAD 6 . 1 138 .8 130 .8 96 5 _ , 01-04 16 BUII-DING PAD 0 SOUTHWEST CORNER GRAD _ 5 . 1. 130 .9 124 .5 91 5 a In , 01-04 17 BUILDING PAD 0 SOUTHEAST CORNER GRAD 7 .0 134 .51 125 .7 92 SF BUILDING "E" , 01-04 18 BUILDING PAD 0 NORTHEAST CORNER GRAD _ 6 .6 14.0 . 1 131 .46 SF 131JILDING "E" 01-041 19 QUILDING PAD C CENTER OF PAD GRAD 5 .b 13% .8 130 .5 =�(> F-- N J C� c' Remarks. s _LT T Y_ _ T TG, 4RL) _,__ W HDR ENGINEERING _J 9% LF1'y twL Tested by LEI�GIA/ RH --------- CARI_SON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. • Construction Inspection &Related Tests Carlson Testing; Inc. Gentechnieal Consulting HEPORTOP X 12 CONCRETE TEST SPECIMENS --- P.O. Box 23814 Test Methods: ASTM C39/C31/C172/C143/C1064/C1231/C231 Phone(03)on 97281 684-3460 03/28 94 93-9158A FAX#684-0954 Date Molded: 19 — Job No. .- Permit No: -- RON'S CONSTRUCTION CO Client: _ Project: DURHAM WWTP SUPPORT FACILITIES _ --- -- - --- -------------- TIGARD OR Address: _ ---- – — — ---- — RON'S CONSTRUCTION SubContractor: LEE REDF-ERN Contractor: - --- -- ------ Concrete Supplier: LONESTAR NORTHWEST --_____ Truck No. _ 045 _ Ticket No. _ 185744x15 Cast By: C . STASCH Cu.Yds. 10 Load Nct SUNNY 70 40 Weather. - --- --- --- ----- - — Temp.High: _____Temp.Low: — LOADING DOCK FOOTINGS Location of Placement: M ---- -- -- -- — 3. 12 63 -Test Time: - _-_ --_ _ Concrete Temp: 4000 28 3 112" I--I I Strength Requirement: - - -- - PSI a _ days Slump ___ ___ Cement Type 4500/40000 4 .8% 3/4 " Mix No./No.Sacks Air Content ---- Max.Aggregate _---- CODE 0750 Admix.Amount: _ Brand: _., admix.Amount: _ —Brand: _ Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test toad Area - PSI No. By ^ 7 4467 03/29 04/04 1101050 28.35 3880 45 KB 28 4467 03/29 04/25 133,390 28.42 4690 51 JB 28 4467 03/29 04/25 140,890 28.42 4960 51 J3 HOLD 28 4467 03/29 04,25 134,960 28.42 4750 51 JB �1nni:+rks (-:CITY OF TIGARD Y IIDT _FNGTNEERING`- - (INTFIED SEWERAGE AGENCY - INSPECTION DEFT Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. .o. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6 X 12 CONCRETE TEST SPECIMENS - P.O. Box 23814 ASTM C39/C;31/C172/C143/C1.064/C1231/C231 Tigard,Oregon 97281 Test Methods: _.-_-� Phone(503)684-3460 FAX#684-0954 Date Mr!ded: —. 04/18 ig 94 Job No. 93-9158A Permit No: Client: RON 'S CONSTRUCTION CO ___-,--- Project: DURHAM 1,iWTP SUPPORT FACILITIE5 - - Address. __ T I GARD OR Contractor: - RON 'S CONSTRUCTION sub Contractor. �._ _----._-- -- -- Concrete Supplier: _ LONESTAR NORTHWEST Truck No, 79 192972 - Ticket No. -_ Cast By: B . SUM I NSK I -----Cu.Yds. 10 Load No. SUNNY 60 40 Weather: Temp.High: Temp.1_ow: Location of Placement: SIDEWALKS WEST SIDE . 10: 15 70 _ - -- --- - - - - --- - -- Test Time: - - Concrete Temp - - 4000 28 4 1./4 Strength Requirement: -__--- --- -- - - Pail -- -__.-days Slump Cement Type ---- 07-,0 4 .4% 13/'C .. Mix No.iNo.Sacks Air Content - - --. ---- Max.Aggregate Admix.Amount r Brand: —_- -Admix.Amount: ----Brand: ----- Set _ Brand: _Set Test® Register Date Date I Total Unit Report Tested No. Days Number Recd Test _ Load Area PSI No. By 7 4739 04/19 04/2 90,641 28.43 3190 52 JE 28 4739 04/19 05/1 28 4739 04/19 05/1 HOLD 4739 04/19 v7 J U' 4.1 cr:CITY OF TIGARD: _ Remarks: HDR ENGI EERING UNIFIED SEWERAGE AGENCY - INSPECTION DEP Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT 01`6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31./C172/CI43/C1064/C1231/C231 Tigard,Oregon 07281 Test Mctihods: Phone(503)684-3460 FAX#684-0954 Date Molded: 04/05 _' 19 94 Job No. 93-91.58A Permit No: _ _ _— Client: _ RON'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES TIGARD OR Address: . RON 'S CONSTRUCTION Contractor: Sub Contractor: LONESTAR NORTHWEST 178637 Concrete Supplier: Truck No. ----- Ticket No. L . WARFIELD 10 1 Cast By: Cu.Yds. ---- Load No. ... RAIN 55 35 Weather: Temp.Nigh: _ Temp. Low: ('URB GOTTER NORTH SIDE OF BUILDING "D" . Location of Placement: - ---- 1 :00 64 __.-- -_---- - _ - - — — - — — ___ Test Time: Concrete Temp: .I 000 28 4 " Strength Hequirament: __ _-- -- _15810® days Slump Cement Type 0750 5 .0% 3/4" Mix No./No.Sacks -Air Content _ Max.Aggregate III RvI HOT WATER 370 07 WRDA 20 GAL . Admix.Amo int: _Brand: 20GALS_—Admix.Amount: _—Brand: Set Test Register Date ! Dime Total Area Unit Report Tested No Days Number Recd Tast Load PSI No. By 7 4587 04/07 04/1 1033, 380 28.37 3640 48 KB 26 4587 04/07 05/03 137,650 28.51 4830 54 JB 28 4.5137 04/07 05/03 134,290 28.51 4710 54 JP J m W J rIn,nsvk5 =CITY OF TIGARL7 WATER/C MENT RATIO = 0.34 HDR E1961NFERING _ UNIFIED SEWERAGE AGENCY - INSPECTION DEF' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1 Construction Inspection & Related Tests l-•�.�arlson Zesth-va, Ire. „ _ Geotechnical Consulting X 12 CONCRETE REPORTOF 'FEST SNt:C'hAFNR P.O. Box 23814 ASTM C3`�/C31/C.1231/C172/C143IC231/C1064 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: 0`x/09 , 19 94 Job No. 93- 9158 A Permit No: Client: _ RON I S OONSTRU(-'FION — ---_ — —_--- --- Project: -- DLIRHAM WW TF SUpFORT'- FACILITY -- -- ----- ---- Address: S.W.85th TIGARD - --- --_-- _ _— — Contractor: RON S CONSTRUCTION----------Sub Contractor: L ONES Fi!sR .711.7 1X5.7311 Concrete Supplier: _ _—_ _.—_ _ --Truck No —Ticket No. Cast By: _- B--.SII�LIiVSKI _ — — ---Cu.Yd . 10 -Load No. �? 19 Weather: — ---- --- ---- --- ---- Temp.High: Temp.Low: Location of Placement: -Test Time: _ __. - -- Concrete Temp: - 4 000 T Strength Requirement: - - PSI 0 days Slump --__._.___. Cement Type 0.750 t Mix No./No.Sacks —Air Content ------_---- Max.Aggregate -- ACA Admix.Amount: Brand: _ Admix.Amount: — —_ Brand: Set Test® Register Date Date Total AUnit Re ort Tested Area No. Days Number Reed Test Load PSI o. By 3864 02/1 O:'/"1 c 107,610 28.41 3790 38 KB 28 3864 02110 0-3/0' ' 137,260 28.35 4840 40 _ KB 3864 02/1 03."'0' ! 135,870 _ 28.35 4790 40 KB HOI_C 3864 02/10 28 03/1.0 _ 135.300 28.35 4770 40 KB.__ J ►r _ G7 �" t' W J c-crHDR ENGINEERING Remarks: —CITY OF T I GARD AD4�I5F.0 THC?R OF LOW AIR Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT O�' X 1 CONCF& 1 1_ TEST SPECIMENS P.O. Box 23814 ASI 111.�'C:172/t.143/C 10 4/C 1 .' 1./C231. Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: 0-1/14 , 19 94 Job No. r'158A Permit No: — Client: ROWS CONSTRI.Ji TION CO Project: DURHAM WWTF' ';l.l(''I''tafil FACTI_'f.TIE: - T GARC> tJf: Address: T F:ON ' CON,:. (( 11 ON E;( (a r' I:11 Contractor. - -pub Contractor: Concrete Supplier. l..OI�I(:.`: fhl NUI�'ThWFE51 Truck No. a lFs _Ticket No. 1 -77806-12 Cast By: _____-.._.._ __ s I '`>t i I Cu.Yds. I.r` —_Load No Weather: _ Temp.High: Temp.Low: Location of Placement ---- 1. ' •14: ra 2 _-_ __- ---- —_- Test Time: _ _ .-Concrete Temp: _ .:-t i ° T Strength Requirement: ------- _ __PSI 0 days Slump _- --Cement Type - ------ Mix No./No.Sacks —Air Content -- - --------- -- Max.Aggregate — --- -------- - Admix.Amount: -_ --Brand: —__— —__Admix.Amount: Brand: Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Area PSI ho. By i l '`. t?.: 1 102,570 28.13 3650 41 IB I II li rl t) a rr J r-� ca ----- — �. C7 J Remarks: ' ' =C 1 T Y OF T I GARD Information contained herein is not to be reproduced,except In full,without prior euthon:dfion from this office. Carlson Testing, Inc. Construction b:spection &Related Tests Geotechnical Consulting REPORT OF6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/C1231/C10•S4/C172/C143 Tigard, Oregon 97281 Test Methods: _ Phone(503)684-3460 FAX#684-0954 Date Molded: __ 02/04 19 94 Job No. 93-9158A Permit No: -- --- Client: _._._ RON 'S CONS TRUC TIQ 1_Q _— ---_-- — Project: _ DURHAILWWTP SUPPORT _)'ACTI TTIES _- _-- ----.-- ---- Address: ____T_1G G.ARD OR — -.__-� --- --- - — Contractor: BON 'S CONSTRUCTION ION Sub Contractor: IFF REDFERN - - Concrete Supplier: _L0NES.TAR_._NQR-U41A(EST —_—___-_Truck No. _-111_ _Ticket No. - Cast By: R _Q_CUWNE& —Cu.Yds. ___ t O Load Not Weathor. SUNNY _ ____Temp.High: 40 �- Temp.Low: 2.3 - - LocationofPlacement: RETAINING WALL FOOTINGS BUILDING E BOTTOM OF PLUMBING TRENCH . Test Time: a 1 =35 - ---- Concrete Temp: 60 Strength Requirement: - 4000 - PSI a ____28 days Slump 4 - - -- -Cement Typ Mix No./No.Sacks -- 750 -- Air Content ___ Max.Aggregate 3/4 I Admix.Amount: — Brand: _ --Admix.Amount: ----_-_-----Brand: — —� Set Test® Register Data Date Total AUnit Report Tested Area No. Days Number Rec'd Test Load _ PSI No. By 7 3835 02/07 02/11 132 ,510 28.39 4670 36 KB 28 3835 02/07 03/041158 ,020 28.27 i590 39 KB 28 3835 02/07 03/04 159 ,420 28.2.7 5640 39 KB HOLD 28 3835 02/07 03/04 158 ,370 28.27 5600 39 KB__ CL V) J C:1 W Remarks: _c:c :CITY OF TIGARD UNIFIED SEWERAGE AGENCY — INSPECTION DEP Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORTOF6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/C1231/C1064/C172/C143/C231 Tigard, Oregon 97281 Test Methods: — Phone(503)684-3460 FAX H 684-0954 Date Molded: 02/22 ,__ 19 94 Job No. 93-9158A Permit Na --_ --- Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES_` Address: ._ T I GARD OR RON 'S CONSTRUCTION LEE REDFERN Contractor: - .--- Sub CoMrarcor: -- -- ----- Concrete Supplier: LONESTAR NORTHWEST 7041 174900 __Truck No. _ Ticket No. Cast By: ___ M . LARSON __—Cu.Yds. __ 10 Load No. RAIN 50 34 'Heather: -- _ --_----. --- Temp.High: -- --------Temp.Low: --.---- SLAB ON GRADE BLDG . E Location of Placement: - —- ---- -- 10:40 _.Test Time: _ Concrete Temp: --_ 4000 28 4 " I Strength Requirement: - --- ---PSI 0 - -days Slump -_ Cement Type --- 3.1% :3/4 , Mix No./No.Sacks - 0750-- -- -----Air Content — -- - Max.Aggregate Admix.Amount: AEA _-Brand:WRA _-----Admix.Amount: --_--Brand: --. Set Test® Register Date Date Total Unit Re ort Tested No. Days Number RecdArea Test _ Load PSI IPo. By II 7 4008 02/23 03/01 147,600 28.36 5200 39 KB 28 4008 02/23 03/22 169,210 28.35 5970 43 KB 28 4008 02/23 03/22 166,770 28.35 5880 43 AM_ U_ HOLD 28 4008 02/23 03/22 _16M9fl— 28-35 591n I J ca LL! J Rernarks: _CC:CITY OF T I GARD HDR ENGINEERING __UN_TE Ff) _C W RAGE_AGE14C 1._s-INSGFrTTnN, DEP information contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6 X 12 CONCRETE TEST SPECIMENS P.O. Cox 23814 Tigard,Oregon 97281 Test Methods: ASTM C 9/C31L1r172/C143/C'1C)Fh411'1Phone(503)684-3460 FAX#684-0954 Date Molded: --42/22 19-x— Job No. s3 1 `—RA Permit No: ----- Client: —_ RQN '_5-CQMczIF.Jf_LL0N_ ('Q— -- ---- ---- --- - - Project. _ Ll1RHAM__WWIR Add,ess: T T Contractor: RQN `,-_CSlN`;TRI ICT TON -- —.---Sub Contractor: �E-E-.BEDFEFthI------------ — — Concrete Supplier: __LOL4ES.T_AR NOY-,1HWF_$-T— — .Truck No. 71 21 __.Ticket No. .— Cast By: ARSLl1J_--- —Cu.Yds. __-gip__-----—Load No_1. Weather: — RAIN — Temp.High: _.50 —Ten,;,.I_ow: _34 Location of Placement: SLHB ON G,�ADE BLDG . E _Test Time: 8==30 - -- Concrete Temp: 4000 Strength Requirement — — PSI 0 --28- days Slump 4 3��4— Cement Typ --- 0750 Air Content `� - ----Max.Aggregate `'/411- ---- - Mix No./No.Sar.ks - --- Admix.Amount: AEA - Brand: 'RIPER PLASTICIZ%mix AmountWRA _ Brand: -- Set Test® Register Date Date i otal �r,a Unit Report Tested OSI No. Days Number Rec'd Test Load SI_ No. By I 7 4007 02/23 03/01 147,5(10 28.36 5200 40 KB 28 4007 02/23 03/22 170,100 28.35 6000 42 KB 28 4007 02/23 03/22 169,190 28.35 5970 - 42 KB I HOLD 28 4007 1.2/23 03/22 168,470 28.35 5940 42 KB a R -- N r-. J C.D LLl _ cc-CITY OF TIGARD Remarks: HDR ENGINEERING UNIFIED SEWERAGE: AGENCY - INSPECTION DEP _ Infcrmetlon contained herein is not to be reproduced,except In full,without prior authorizatfol from this office. Consteuctim, Inspection&Relatcd Tests Carron Testing, Inc. G^oteehnicalConstilting P.O. Box 23814 MOISTURE — DENSITY RELATIONSHIP CURVE Tigard, Oregon 97281 Phone(503)684.3460 FAX#684-0954 Client: UNIFIED SEWERAGE AGENCY — INSPECTION DEPARTMENT MAY 4, 1994 Project: DURHAM WNN7P SUPPORT FACILITIES CP-9158 Location: ON--SITE Sample: 3/4"-0 ROCK FROM MORSE BROTHERS — COFFEE LAKE Test Method: ASTM D1557 METHOD"C",C136,D2216 Sample Methods: AASHTO T-2 Preparation Method: MOIST Type of Comp.Hammer: PIE WEDGE Compactive Effort: MECHANICAL Percent Passing 3/4"Sieve:96.9% Oversized Material: REMOVED Date Received: 5-3-94 Date Tested: 5-4-94 OPTIMUM MOISTURE: 12.1 % MAX.DRY DENSITY: 133.1 Ib/ft3 136 135 --- 134 — --- V133 - -- - - m t132 — - — -- W3 Z w 0 0+131 — -- -- a I 130 -- - --- - - a cn I':9 ---- -- - --- H J A 9 10 11 12 13 14 15 C7 J MOISTURE CONTENT ('�) Zero Air Voids Line Based on Tested SpccificGravity = 2.90 CC: CITY OFT11'ARD HDR ENGI1` "r'ING Information contained herein i5 not to be reproduced,etccl)t in full,withoul prior authorization. Carlson Testing, Inc. (:onstructim.Irispecti'ort Related Tests 93-9158 JOB NO. May 04 , 1994 P.O.Box 23814 Tigard,Oregon 97281 REPORT OF iN-PLACE SOIL DENSITY TESTS Phone FAX(503)#684 0954 60 UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT Client —_— DURHAM WWTP SUPPORT FACILITIES Project TIGARD OR Soil Description 3/4",-O--ROCK FROM MORSE BROTHERS - COFFEE LAKE Max.Dry Density 136 .3 lbs./cu.it Optimum Moisture 9.7 % Method ot'resi AASHTO T-180 _ _ Serial# 20998 NUC 3440 DATE OF TEST y ELEV. LIFT Masviae IN-PtACcuEN DENSITY % TEST N0. T— TEST LOCATION FT. N0. x �� - UHJ COMPACTION �ATEII-574774-----— 05-04 1A 20 ' NORTH FROM CENTRIFUGE ROOM 0 ' .8 126 .7 119 .8 88 05-04 2A 40 ' NORTH FROM SERVICE ENTRANCE 0 ' .2 142 .6 134 .3 99 Pb T — -- 05-04 3A 25 ' NORTH FROM WHEEL CHAIR RAMP 0 ' .0 143 .3 132 .7 97 05-04 4A 30 ' EAST FROM SHIPPING 7 RECEIVING 0 ' .2 138 . 1 130 .0 95 N — - w Remarks: cc : CITY OF T IGARD - '' HDR ENGINEERING 95% COMPACTION IS REQUIRED Tested by .9• VAI',lN/MBH _ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 1�X 1 C(.iNCRE TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C 1'2/C 1 "� r.. "=� _i t i i a i r:: 1 — Phone(503)684-3460 FAX#684-0954 Date Molded: 199`x— Job No. -3 21 8 Permit No: — — -- Client: UIVTI 1.ED SF.I.IFRAGF AGENCY f EPARTMFIAT Project: DURHAM WWTP SUPPORT FA _L LL1.E ------" Address: _1 1GARL) Ul' _- Contractor: RON CON�TRUCTION Sub Contractor: LLL REDFERN Concrete Supplier: LOIAL ' I rah NOBILIWE51 Truck No. 06-1 Ticket No. _ 1'7'74135 Cast By: LD DA)' ---Cu.Yds. d Load No.1:_____—.. ?VI.-N r`,' I Temp.High: U Temp.Low: ^'0 Weather: -- Location of Placement: � _,ti![r � 1 1EF' LAST IDL Uf F'l')L. P1 _ I i I: I I' DUFtlIAM �)UF'PUI; I Test Time: '� (J U Concrete Temp: --- Strength Requirement: —. P31 0 "� --- -days Slump ---... Cement Type ODOTAlrContent Max.Aggregate Mix No./No.Sacks - ----- Admix.Amount Brand: — _—__ --- Admix.Amount: _ Brand: Set Test I Register Date Date Total Area Unit Re ort Tested No. Days Number Recd _Test Load PSI No. By b ):, G�; .1,' Ur:,� . - ].23, 990 28 . 26 4390 59 JB — Ota/'17 07/1/' -- — 06o-1 17 07/i HULL 17 _ a rx rn r H J -r f7] r. C9 W J Remarks: C I 1 Y OF F I GARD HDR ENGINEERING _ SPECIFICATIONS NOTE 3 CYLS._j 7 DAYS AND 3 CYLS. 28 DAYS. HOWEVER LATE ARRIVAL & NON FAMILIARITY WITH ,SPECIFICATIONS PRODUCE 4 TOTAL CYLS. BATCH WEIGHT TICKET NOT AVAILABLE, Hi /C RATIO NOT CALCULATED. POUR UNDERWAY WHEN INSPECTOR ARRIVED, CONTRACTOR STATED THAT 10 GALLONS LOAD OFOAF��1� Information oonlsknd herein Is not to be reproduced,except In full,wphoui prior authorization from this office. Carlson Testing, JL Crnistruction Inspection &Related Tests Geotechnical Consulting 6 X 12 CONCRETE REPORT OF _ TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/C172/C143/C1064/C1231/C231 Tigard, Oregon 97281 Test Methods: _ Phone(503)684-3460 03/30 94 93-9158A FAX#684-0954 Date Molded: ---- 19 Job No. — Permit No: -- ---- --- RON 'S CONSTRUCTION CO Client: — --- — DURHAM WWTP SUPPORT FACILITIES Project: --- - T I GARD OR Address: _-- -- - ------ --- -- RON 'S CONSTRUCTION Contractor: ..__..__ — Sub Contractor: ---- ------ LONESTAR NORTHWEST S9 176014 Concrete Supplier _ —`Truck No. -- —Ticket No. L . WARFIELD 10 1 Cast By: -_— Cu.Yds. —Load No. --- - - OVERCAST 60 40 Weather: __— -Temp.High: Temp.Low: _---- WALL_ AT LOADING DOCK ENTRY WAY BUILDING "D" Location of Placement: — — ------ 10 80 Test Time: — ___. ConcieteTemp- 4000 — 28 4 ° Strength Requirement: -- - —.--PSI @ days Slump ---- Cement Type --- ---- -. 0750 3 .0% 3;'4 " Mix No./No.Sacks —Air Content -- — Max.Aggregate — 30 OZ MR_VP 370 OZ WRDA-79 Admix.Amount: -----Brand: _ Admix.Amount: _ — --Brand: Set Test® Register Date Date Total AUnit Report Tested No. Days Number RecdArea Test Load _ e PSI No. By A 7 4512 03/31 04/06 101, 720 28.34 3660 46 KB B 28 4512 03/31 04/27 140, 120 28.45 4940 53 JB C 28 4.512 03/31 04/27 140,620 28.45 4940 53 JP N Y J �1 cc=CITY OF TIGARD Remarks: — --- UNIFIED SEWERAGE AGENCY - INSPECTION DEP Information contained herein Is not to be reproduced,except in full,without prior authorization from this office Construction Inspection & Related Tcsts Carlson Testing, Inc. GeoteelmicalConsulling P.O. Box 23814 Tigard, Oregon 97281 Jul 26 1994 Phone(503)684-3460 July , FAX#684-0954 #CP-9158 Unified Sewerage Agency - Inspection Department 155 N. First Avenue Hillsboro, OR 97124 Re: Durham WWTP Support Facilites Tigard, OR Slab Moisture Emission Testing Gentlemen: As requested, we have performed slab moisture emission tests on six samF _es from the above referenced site. The tests were run per t..►e standard test developed by the Rubber Manufacturers Association Inc, . Test.in5 was completed on July 25, 1994 . This test method specifies that moisture emission from slab shall not exceed 3-5 lbs. /1000 sq. ft. /24 hours. Following are the results: Test #1 Building A, Room 118: 5 .94 lbs/1000 sq. ft. in/24 hours Test #2 Building A, Room 123: 5 .79 lbs/1000 sq. ft., in/24 hours Test #3 Building C, Room 135: 5 . 39 lbs/1000 sq. ft. in/24 hours Test #4 Building C, Room 134: 5 . 75 lbs/1.000 sq. ft. in/24 hours `fest #5 Building E, Room 157 : 7 . 66 lbs/1.000 sq. ft. in/24 hours _I Test #6 Building B, Storage Room: 3 . 35 lbs/1000 sq, ft. in/24 hours Samples 1-5 do not meet the Rubber Manufacturers Association Inc, standard specifications . Sample #6 meets specifications . #93-91.58 July 26, 1994 Page 2 of 2 Our reports pertain to the material tested/inspected only. Information container 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, CARLSOTESTI G INC. C' Dou - �i��Leach o%u President ecp cc: City of Tigard HDR Engineering 1 M n. Fti J lLLl J Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical r nsulting REPORTOk X 12 CONCRETE TESTSPECIMENS --- -- P.O.Box 23814 Test Methods: ASTM C39/C31/C172/C143/C1064/C1.231/C231 — Tigard. Oregon97281 t Phone 503 684-3460 03/28 94 93-9158A FAX#684-0954 Date Molded: _ , 19--- Job No. _— Permit No: —_- Client: — RON'S CONSTRU^TION CO —_ — Project: — DURFIAN WWTI> SUPPORT FACILITIES _ T 1 CARD OR Address: RON'S CONSTRUCTION LEE REDFERN Contractor. pub�_.antractor. - -- -- -- Concrete Supplier: LONESTAR NORTHWEST Truck No. _ 045 _ _Ticket No. _-185744-15 Cast By: C . S T A S C H —Cu.Yds. __ 10 --Load Nat _ Weather: SUNNY _� __ Temp.High: .70 40 — . -Temp.Low- LOADING DOCK FnOTINGS Location of Placement: Test Timer 11 --Concrete Temp. _i 4000 28 3 112" Strength Hequliernent: -- ----- PSI 0 .---days Slump - Cement T,,pe 4500/40000 8% 3/4" Mix NojNo.Sacks Air Content — — Max.Ainregate - - -_--- CODE 0750 Ac: Amount: _Brand: —Adn!x.Amount: __ --Brand: Set Test® Register Date Date Total .mitReport Tcs,ted No. Days Number Rec'd Test Load P'�a_ PSI I No. Ely 7 4467 03/29 04/04 110,050 28.35 3880 4`; KB 28 4467 03/29 04/25 28 4467 03/29 04/25 HOLD 4467 03/29 n. 1-- W 11 ra..m�rks: cc:CITY OF TIGARD _- I76i�FNG-TNEI�Ift�----` UNIFIED SEWERAGE AGENCY - INSPECTION DEP Information contained herein is not to be reproduced,r.xc,pt in iull,without prior authorization from this office. Construction Inspection &Related Tests Carlson Tesfin , Ine. Geotechnical Consulting April 5, 1994 P.O. Box 23814 93-9158A Tigard,Oregon 972 61 Phone:(503) 684-3460 Fax: (503)684-0954 FIELD INSPECTION REPORT DATES COVERED: April 5, 1994 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: L. Warfield #E01 04-05-94 : CTI representative observed placement of 4000 PSI concrete into curb and gutter at north side of building D, east and west of entryway. Quality control tests were performed. Test Results Slump 4 inches Air percentage 5.0 Cement Content 664 lb/cubic yard Yield .997 Water/Concrete Ratio 0. 34 Unit Weight 145 . 7 lb/cubic foot 0ae -,et of ( 3) test cylinders were cast. 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 f1-.rther questions regarding this matter please do not hesitate to contact this cffice. Respectfully submitted, CA SON TESTI, INC. Douglas W. Leach �? President u, LW/ecp cc: Ron's Construction Co. City cf Tigard }TDR Engineering Unified F.ewErage Agency - Inspection Department Construction Inc-pection &Related Tests Carlson Testing, Inc. Geotedmical Consulting TEST SPECIMENS REPORT OF E-, X 12 CONCRETE P.O. Box 23814 ASTM C39/C31/C172/C1.43/C1064/C1231/C231 Tigard, Oregon 97281 Test Methods: _— — _ Phone(533)684-3460 03/30 94 93-9158A FAX#684-0954 Date Molded: -, 19--- Job No. ----- Permit No: --- — -- RON 'S CONSTROCTION CO Client: _ — ---- ------- DURHAM WWTP SUPPORT FACILITIES Project: TIGARD OR Address: —� — — �_ - -- - -------- --- RON 'S CONSTRUCTION Contractor: ---- _-- —Sub Contractor: _..-_____------.._- - ---------- - I_ONESTAR NORTHWEST 59 176014 Concrete Supplier: Truck No. —Ticket No.L . W A R F I E L D Cu.Yds. 10 —Load No 1 _ — Cast B�. _ - --- OVERCAST 60 40 Weather: — -Temp. High: — —Temp.Low: ---- -- WALL AT LOADING DOCK ENTRY WAY BUILDING "D" Location of Placement: 21: 10 Test Time: _ - __- - - Conrrete Temp: - - 140EE 28 4 St.ength Roquirement: ----------- ---- -----°SI® days Slump - - ----Cement Type 0750 3 .0% 3/4 " Mix No./No.Sacks — Alr Cuntent - —- Max,Aggregate -- 30 07 MB VR 370 07_ WR�DA- 7`� Admix.Amount: __Brand: — —.^Admix.Amount: ----3rand: Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Area PSI No. A 7 4512 03/31 04/06, 103,720 28. 34 3660 6 KB B 2'8 4512 03/31 0,1;?7 C 28 4512 03/31 04/27 n. r N J - O] W -- - - -' cc:CITY OF TIGARD Remarks: _ UNIFIED SEWFRACE AGENCY - INSPECTION OEP irformation contained hemin is not to be reproduced,except In full,without prior authorization from this office. elated Tests Carlson `rest;`` g, Inc. Construction Inspection Consultng �1J ' REPORT OF'' X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C39/C31/C172/C143/C1064/C1231/C231 Tigard,Oregon 97281 Test Methods: _ Phone(503)684-3460 FAX#684-0954 Date Molded: 04/05 , 19 94 Job No. 93-9158A Permit No: — —... Client: — RON 'S CONSTRUCTION CO Project: _ DURHAM WWTP SUPPORT FACILITIES TIGARD OR Address -- ----- - - RON 'S CONSTRUCTION Contractor: -.----Sub Contractor: ---- LONESTAR NORTHWEST t�2 178637 Concretes Supplier: Truck No. -. Ticket No. _._--- I_ . WARFIELI:) ICI 1 Cast By: _ -__ Cu.Yds. Load No RAIN Weather. Tomp.High: -__temp.Low: CURES & GUTTER NORTH SICCA OI' BUJI_DING "l)" . Location of Placement: --_ - 1 :00 r,<a Test Time: ---Concrete Tel:lp: 4000 2H i111 Strength Requirement ---. - —. -—PSI 6 —days Slump Cement Type .0,3 Mix No./No.Sacks Air Content ----- -- Max.Agg-agate -- - 50 OL NIL,'•%I< 20GALS,HO'r WATER :/0 07 WPDA '20 GAL. . Admix.Amount: - Brand: —Admix.Amount: --Brand: —_ Set Test® Register Date Date Total Area Unit Report I Tested No. Days Number Rec'd Test Load PSI No. By r^j I 4587 04/07 04:1.' 103, 380 213.37 3640 48 KB E3 28 4587 04/0/ ()'iii t: 28 4587 04/07 0_'. '(`I Ci V) Y J W lyl J I cc :CITY OF T I GARD WATER/C'E'MENT RATIO = 0.34 Remarks: ) t. (-I . .. i (�— UNIF ILL) SEWERAUE oGE"NI- r' l:1•1`,F'E=1.: 1 J t.)H L)F:I' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geoiechnical Consulting X 1 CONCRETt. TEST SPECIMENS REPORT O� P.O. Box 23814 ASTM C39/C31/C172/C I43/C1O64/C1231/C231 hone, Oregon3)68 -346 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: —. 03/14 119 94 Job No. Permit No: -- Client _ ROWS CONSTRUCTION C0 Project: _ DURI. OM WW T I' SUPIDOR 1 I'AC TI-1 T [E`. T T GARD OR _— Address: Contractor: ( oll '$ CONSTRUCT TOM pub Contractor. LEE PEC+I ---- LONE:STAR NURTI-IWt-': I -- Concrete Supplier: Trek No. Ticket No. C . `,TA`(A-1 Load No. ---- Cast By: Cu.Yds. — — `.WNHY Weather: -- Temp.High: ---. -- ----Temp.Low: -- .-. L,URB GUT Teri, Location of Placement -- - — 1 � ,nc Teat Time: Concrete Temp: -_ — 4 000 28 Strength Requirement: — PSI® —days Slump —_ Cement Type 0750/4500-4Q0(�irODO� I Max.Aggregate - Mix NOJNO.Sacks —• Adr+.ix•Amount: __ Brand: Admix.Amount: Brand: Set TestO Register Date Date Total Area Unit Re ort Tested No. Days Number Rec'd Test Load PSI No. By 4.'R:' a',- 1.! i. . ;'1. 102,570 28.13 3650 41 KB 28 a.:r_t. ':j %'� '' <'''I.' t �. 128,950 2.8.47 4530 47 K8 �,; f;. I c.:.i I 126,560 28.47 1450 47 Ka i tr�1 r+ 2$ >: • ! `' 04 /11 135, 160 28.47 4750 47 KB _ CA, k_a ca W Remarks: • :CITY OF T 1 GARD 110! 1 t III ! II ! I � .f III ., . •, l'I+ i TII' ! 't.'.. I . I . .I' _ �nrnrmafinn rnnfalned herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests C�a rlson Testing, Inc. Geotechnical Consulting 'March 28, 1994 P.U. dox 23814 93-9158A Tigard, Oregon 972 81 Phone: (503) 684-3460 Fax: (503)684-0954 FIELD INSPECTION REPORT DATES COVERED: March 28, 1994 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: C. Stasch #485 03-28-94 : CTI representative observed placement of 4000 PSI concrete mix 4500/40000DOT code 0750 from Lonestar in loading dock footings . All concrete was vibrated. Water cement ratio was .43 . Slump was 3 1/2" and air entrainment was 4 .8%. 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. Douglds W. Leach President CS/ecp cc : Ron's Construction Co. City of Tigard HDR Engineering Unified Sewerage Agency - Inspection Department i- J C7 W J Carlson Testing, Inc. Construction Inspection &Related Tests Geotechnical Consulting REPORT&6 X 12 CONCRETE — TEST SPECIMENS P.O.Box 23814 ASTM C39/C31/C172/C143/C1064/C123i/C;231 Tigard,Oregon 97281 Test Methods: _ __ _ Phone(503)684-3460 03/24 94 93-9158A FAX#684-0954 Date Molded: -.---- , 'i 9...-- Job No. — -- Permit No: — — RON 'S CONSTRUCTION CO Client: ---- DURHAM :IWTP SUPPORT FACILITIES �---- Project: — --- ----- - -- --- -— - TIGARD OR _ Address: - --- -� — ROWS CONSTRUCTION LEE REDFERN Contractor: —-__ ---_ ._—Sub Contractor: -- — Concrete Supplier: LONESTAR NORTHWEST -_ —Truck No. 7117 _._ -.__Ticket No. - 178105 Cast By: __ _ MICHAEL LARSON— _ Cu.Yds. 10 -._—_LoadNol --- OVERCAST 45 30 Weather: -- -- - Temp.High: ----------Temp.Low: DRAINAGE CURB & CURB FOR WEST PARKING _ Location of Placement: - -- } 63 —Test Time:8'05 -- - ---Concrete Temp: _ -" 4000 Strength Requirement: 'SI 28 ---days Slump4 -- Cement Type 0750 Mix No./No.Sacks -- -- - - Air Content 4 .0% 3/4" - — Max.Aggregate 3/4 -- WRA Admix.Amount: AEA _ --Brand: Admix.Amount: --------Brand: —_—_ Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load — PSI No. By 7 4434 03/25 03/31 107,790 28.4 380 44 KB 28 4434 03/25 04/21 28 4434 03/25 04/21 28 4434 03/25 04/21 N J 1 Remarks -CC:CITY OF T I GARD —�FibRG i1vEEt2I1�tG- _- UNIFIED SEWERAGE AGENCY - INSPECTION DEP NOTIFIED DRIVER OF AIR CONTENT _ Infonnat.on contained herein Is not to be reproduced,except in full,without prior authorization from this office. i Cons:ructio). Inspection & Related Tests Testing.Carlson Test . Inc. Geotechnical Consuiting March 30, 1994 P.O. Box 23814 93-9158A Tigard,Oregon 972 81 Phone:(503) 684-3460 Fax: 1503) 684-0954 FIELD INSPECTION REPORT DATES COVERED: March 30, 1994 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: L. Wa.rfield #601 03-30-94: CTI representative observed placement of 4500 PSI mix into Tzuilding "D" entr;,way loading clock, north side of building. Per.f,,)rlae,_t quality contr, 1 tests and determined the following: Test Results S I,,;mp : inches Air percentages 3. 0 r^ncrete Temperature goo Yle1_, .96 Water/Concrete Ratio 0. 37 Unit Weight - —_ _ 148 . 9 lb/cubic foot One set of ( 3) test cylinders were uas, . 4 Our reports p,-ri.a'_n to the material tested/inspected only. information uonta?nel herein is not to be reproduced, except ir. full., without prior aurthorization from this office. if there are aciy further questions regarding this matter , please du nest hssitate Lo contact this office. Respectfully submitted, f CARLSON TESTING, I�C CL l Douglas W. Leach President Cz -� LW/ecp LL) J cc : Ron's Construction Co. City of Tigard HDR Engineering Unified Sewerage Agency - Inspection Department Construction Inspection &Mated Tests Carlson Testing, Inc. Geotechnical Consulting b X 12 CONCRETE REPORT OF TEST SPECIMENS P.C. Box 23814 ASTM C39/C31/C172/C143/C1064/C1231/C231 Tigard,Oregon 97281 Test Methods: __ _ — Phone(503)684-3460 03/24 94 93-9158A FAX#684-0954 Date Molded: __ _ _- , 19--- Job No. Permit No: RON 'S CONSTRUCTION CO Client: Project: DURHAM WWTP SUPPORT FACILITIES -v --- �—. TIGARD OR Address: - -- - ----- -- —. RON'S CONSTRUCTION LEE REDFERN ("bntractor. -------- ---.---Sub Contractor: _ Concrete Supplier: _LONESTAR NORTHWEST Truck No. 7117 ._Ticket No. _ 178105 LARSON MICHAEL Cast By: `- ---_--Cu.ids —___10 _Load NJ OVERCAST 45 30 Weather. - — Tsmp.High: __._____-.—Temp.Low: DRAINAGE CURB & CURB FOR WEST PARKING Location of Placement: — --- ------ ------ ------ --------- -- - IestTime:R-05 Concrete Temp: 63 4000 28 4" Strength Requirement: - --- PSI 0 -- --_days Slump - - -_Cement Type _ 071 4 .0% 3/4 " Mix No./No.Sacks ---. -- - -- - - --Air Content ---- - - - i.1ax.Aggregate - - --- - WRA Admix.Amount: AEA —Brand: -- -Admix.Amount: ___ Brand: Set TE.3110 Reqister Date I Date Total Unit Report Tested No. Days N..rnber Recd ' Teat Load Area PSI No. By 7 4434 03/25 03/31 1Q7,790 28.4 380 44 KB 28 4434 03/25 04/21 124 , 130 28. 31 4390 49 JP 28 4434 03:25 04/21 120 , 040 28. 31 4240 49 JB 28 4434 03/25 04/21 141, 530 28. 31 51,00 49 JE R, N _J C9 cry=CITY OF TIGARD Remar!cs 14OR ENG I NEER I NG---- - `- UNIFIED SEWERAGE AGENCY - INSPECTION DEP NOTIFIED DRIVER OF AIR CONTE=NT Information contained herein Is not to be reproduced,except in full,without prior authorization from this office —' Inc. onstruction Inspection &Related Tests Carlson Testing, nc. Geoterhnical Consulting 6 X 12 CONCRETE REPORT OF TEST SPECIMENS ASTM C39/C31/C172/C14?;C1064/C1.231/C231 P.O. Box 23814 Tigard,Oregon 97281 Test Methods: _ —.-- "hone(503)684-3460 04/14 94 93-9158A FAX#684-0954 Date Molded: _' 119- Job No. -- Permit No: BON'S CONSTRUCTION CO Client: �_-- -- — DURHAM WWTP SUPPORT FACILITIES Project: TIGARD OR Address: — RUN 'S CONSTRUCTION REDFERN Contractor: -Sub Contractor: — LONESTAR NORTHWEST 8:'. 194215-12 Concrete Supplier: __ Truck No. Ticket No. J . WOOLF 45.5 1 Cast By: _ _.__Cu.Yds. Load No. t?� Weather: Tempp.High: Temp.Low: SLABS ON GRACE @ EAST SIDE OF SERVICE RLDci . , LOADING A REr*A<, & Location of Placement: -- — --- SIDE WALKS APj'0INING AS WELL AS DRAINAGE SLAB . 9115 60 -_- --- -- — —Test Time: _ Concrete Temp: --. Strength Requircment: _ _—PSI 0 - —days Slump -- —Cement Type --.--- 0750 4 .3% 3/4 " Mix No./No.Sacks - - —---- Alt Content - -- -- Max.Aggregate -- — - Admix.Amount: ——Brand: _—ldmix.Amount: _—-_____ _ —_Brand: _— Set Test Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test _ Ljad PSI _[�No. By - -- 7 - 4691 04/15 04/2 109 , 390 26 .40 3850 50 4 JB - 2 t=, 4691 04/15 05/1 __- 28 469 — 04/15 05i 1: --- - - - -- - i cr N _ — r ..J ra C� W J _ — cc OF TIGAIRD ?r!tTtarkS HLS-ENUINEERINC _ -- - — UNIT:ILD FEWERAGE AGENCY - INSPECTION DEP LCAD #2 4 . 1% AIR SLUMP - -__#3__4,.El% -__SLUMP 4 .5 b_ --- ---- _-- #4 OLD SENT AWAY #6 4 . 5% SLUMP *5" * NOTIFIED CONTRACTOR. - Information contained herein Is not to be reproduced,except in full without prior authorization from this ri ice. r Construction Inspection & Related Pests C arl s o rl Testing, In�. Geotechnical Consulting REPOHIOf "Ix 12, CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C143/C231./C1064 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded- 10/12 , 19 94 Job No. 93-9158 Permit No: Client: _ t<ON I S CONSTRUCTION Project: DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR Contrwltor: RON CONSTRUCT ION _ Sub Contractor Concrete Supplier: LONE STAR NORTHWEST __Truck Wo. —_j`_ _ ._ __Ticket No. G . I-EEPER ' .5 Cast By: _ —_ —Cu.Yds. _ _ ---._Load No. _ SUNNY Weather: — Temp.High! —'-_.----Temp.Low: 4 BUILDING D ( SHOP ) CMU FOUNDATION WALLS Location of Placement: - ------ -- 1 :20 83 Test Time Concret•.Temp: 4000 28 ` 1 /4 " 89--011 Strength Requimment: PSI a -- days Slump --_ __ -Cement Type 4500/4000 5 .2% Mix No./No.Socks -- Air Content Max.Aggregate — Admix.Amount: _ —Brand: _— _Admix.r,mount: —Brand: Set Test® Register Date Date Total Unit Repport Tested No. Days Number Recd Test Load Area PSI_ No. By 7 7850 10/13 10/19 1.00,850 28.32 3560 62 JB 28 7850 10/:1:3 11 '09 28 7850 10/13 11/01 HOLD 7850 10/13 ft C/1 H _ J L0 -� Remarks: cc :CITY OF T7GARD HDR ENGINEERING I1NIFTFT) SEWERAG Ar rNr Y--_INSPEC'[ICX1I_DF.PT. UNIT WEIGHT = 35 .10 X 4 .02 _ 141 . 1 LBS ./FT Information cont0W herein Is not to be reproduced,except In full,without prior authorization from this office. Inc. onstruction Inspection & Related Tests Carlson Testing, nc• Geotechnical Consulting REPORTOF6 X ?.2 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C1064/C143/C231 hone, 03)68regon 97281 Test Methods: _ — _ Phone(503)684 FAX#684-0954 Date Molded: 10/06 19 94 Job No. 93-9158A Permit No: uiibrc RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES — Address: -- TIGARD OR Contractor: RON 'S CONSTRUCTION SubContrector: LEF REDFERN Concrete Supplier: LONE STAR NORTHWEST Truck No. __-_ 7123 Ticket No. 232528 _ Cast By: M . LARSON Cu.Yds. 3 .75 Load No.l— - SUNNY 74 47 1Neather: -- Temp.High: Temp.Low: - PAD FOR JIB DRAIN Lr,cation of Placement: 6: 25 67 Test Time: —_Concrete Temp: -- — 4000 2%l 4 " I Strength Requirement: PSI C -- days Slump Cement Type _ -- 0750 3 .64 3/4 " Mix No./No.Sacks --- Air Content - -- Max.Aggregate - W/AEA 4dRA Admix.Amount: --------.-Brand: `-Admix.Amount: _Brand: Set Test® Register Date Date Total Area Unit Re ort Tested No. Days Number Recd Test Load PSI t 0. By 7 7730 10/10 10/1' 104,510 28.31 3690 1 JB 28 7730 10/10 11/0- 28 7730 7.0/10 11/0 28 7730 10/10 11/0" Remarks: 2 C-7 rc :CITY OF TIGARD _ - - -_ --- - - HDR ENGINEERING UNIFIED SEWERAGE AGENCY - iNSPECTION DEP *INFORMED FINISHERS OF SLUMP AND AIR smM,mnNnn rnnMinnA hnrnin is not to hp re nrcAurnrl.Pxrant in full,without nrlor authorization from this office. :a`+i�.3�ir.7i6iti:v-ti_�:--�:�,..'L�+�liCt'':"�.� �.'.;'tsretr:f_.,t.=:c .w�,.�_-_m•YWfi:�". --_ - ...,...-..._._....-.._�.._._.._-... ConstrucLon Inspection 6 Related Tests Carlson `Testing, Inc. Geotechnical � nsulting REPORT OF6 X 12 CONCRETE TEST SPECIMENS P.U. Box 23814 Tigard,Oregon 07281 Test Methods: ASTM C172/C1231/C31/C39/C1064/C143 Phone (503)684-3460 FAX#664-0954 Date Molded: 10/13 ' 19 94 Job No, 93-9158A permit No: Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR Contractor. _ RON 'S CONSTRUCTION _ Sub Contractor. Concrete Supplier. LONE STAR NORT; "EST _Truck No. _ 8'3 Ticket No. 229771 G . L E E P E R .Cu.Ydt,. _ 8 "5 _t_oad No.1 Cast By: — OVERCASI 68 43 Waather: �_ — —. -Temp.High: Temp.Low: `SIDEWALK R CHTCH BASIN, BUILDING D ( SHOPS ) Lncalion of Placement: -- —- - -7 —Test Time: 1 1_--U--_-_- - _Concrete Temp: - -. ------- 4000 28 4 " I Str,,ngth Requirement: _ PSI ® days Slump - Cement Type --.--. 4500/4000 '3/4 " Mix No./No.Sacks Air Content --- Max.Aggregate --- ---- Admix.Amount: — Grand: _-Admix.Amount: ___--_—_—.Brand: Set Test® Register Date I Date Total Unit Repport Tested No. Days Number Recd Test - Load Area PSI No. By 7 7888 10/14 10/20 118,250 28.32 4180 63 JB 28 7888 10/14 11/10 28 7888 10/14 11/10 CL HOLD 7888 10/14 - F- Ln D] J CITY OF TIGARD Remarks: - -----HUR EN 6 -- UNIFIED �,EWERAGE AGENCY - IASPEC'rION DEP Construct" inspection &Related Tests Carlson Testing, Inc. Gcotechnical Consulting REP09TOFLX12 CONCRETE —.-TEST SPECIMENS - - P.O. Box 238V rest Methods: ASTM G172/C1231/C39/C31/C143/C1064 Phon 97281 neTigard,503 9684-3460 -- --- FAX#684-0954 Date Molded: - 10/14 19 94 Job No. 93-9158 permit No: -- _ --.----.- -- Client: UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT Project: DURHAM WWTP SUPPORT FACILITIES — - TIGARD OR Address: ----- -- RON CONSTRUCTION Contra-tor: pub Contractor: ---- -- ------ ---- Concrete Supplier: LONE STAR NORTHWEST Truck No. __ 62 Ticket No 22 8F. S . LEACH -Cu.Yds. _- 10 .—Load No.1— Cost By: - OVERCAST 67 42 Weather: _ Temp.High: Temp.Low: MAINTENHNCE AREA SLAB Location of Ph iment: - 12:00 74 Test Time: -__.__Cor orate Temp: 4000 28 4 " I Strength Requirement: - -- PBI ® -, .days Slump --Cement Type — 750 3/4 " Mix No./No.Sacks -- --Air Content Max.Aggregate Admix.Amount: Brand: .Admix. Amount: -Brand: SArea et Test® Register Date Date Total Unit Re ort Tested No. Days Number Recd Test Load PSI o. By 7 7941 10/17 10/21 96,800 28.28 3420 64 JB 28 7941 10/17 11/11 28 7941 10/17 11/11 HOLD 7941 10/17 R Ln J ca C.7 W -J - cc:CITY OF TIGARD HDR ENGINEERING — Informatlon container)herein Is not to be reproduced,except in full,without prior authorization from this otp„e. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting R__EPO_RT OF6 X 12 CON(—RETE—__ TEST SPECIMENS P.O. Box 23814 i Tigard,Oregon 97241 Test Methods: ASTM C172/G 12 1/C3] /C:3`3/C1U64/C143/C231_ -_ __ Phone(503)684-3460 -- FAX#684-0954 Date Molded: 10/06 __ _ 19 �4 Job No. 93=9158A Permit No: Client: _ RON 'S CONSTRUCTION CO �- Project: — DURHAM WWTP SUPPORT FACILITIES -- -- Address: TIGARD OR — RON 'S CONSTRUCTION Sub Contractor. LEE REDFERN Contractor: - —- --- - Concrete Supplier: LONE STAR NORTHWEST _Truck No. _. 7123 Ticket No. 232528 Cast By: M . ! ".RSON _ Cu.Yds. 3;75 Load No.1-- SUNNY 74 47 Weather. --. -- - - Temp.High: _______ Ternp.Low: PAD FOR .JIB DRAIN Location of Placement: - -- --- 6:2G. 67 _ - .Test Time: ____ --- Concrete Temp: --- -------- 4000 2 L' 4 I Strength Requirement: - -- - - --PSI ® _--day S� ,t, _-____ Cement Type -- 0750 3 .6% 3/4 " MiY No./No.Sacks ----- - A!r Content ---- ------ -- Mex.Aggregate -- -- --- W/AEA WRA Admix.Amount: -------Brand: ---.-- _-Admix.Amount: ___ Brand: - Set Test@I Regista; Date Date Total Area Unit Repport Tested No. Days Number Rec'd Test _ -Loadi- PSI No. By 7 7730 10/10 10113 104,510 28.31. 3690 1 JB 2C -` 7730 10/10 11/0: 1x9,410 28.32 4920 65 JB - 28 - 7 730 10/1 + -141,720 28.32 5000 65 JB 28 77'0 10/10 1.1/03 140,560 28.32 4960 65 JB J (_( :CITY OF TIGARD -_.- ,iemarks - - -- -- HDR ENGINEERING UNIFIED SEWERAGE AGENCY - INSPECTION DEP *INFORMED FINISHERS OF St.UMP AND AIR information conta;ned heroin Is not to be reproduced,excep!In full,without prior authodzaQon from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REP0RT0F6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C143/C1064 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 Date Molded: _ 10/14 _ 19_94 Job N^. 03-9158 _ Permit No: �- Client- UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT _— Project: —_ DURHAM WWTP SUPPORT FACILITIES TIGARD OR Address: RON CONSTRUCTION Contractor: __ _?ub Contractor: Concrete Supplier: LONE STAR NORTHWEST Truck No. 62 -Ticket No. __229850 S . LEACH 10 1 Cast By: -,_ -_ ___ -_.Cu.Yds. Load No. OVERCAST 67 42 V1,athar; _Temp.High: Temp.Low: MAINTENANCE AkEA SLAB Location of Placement: - - --- --- -- ---.----- 12.:00 74 Test Time: Concrete Tgmp: 4000 28 4 " 1 Strength Requirement: - ___.. PSI ® days Slumo - - Cement Type 750 3/4 " Mix No./No.Sacks --------Air Content Max Aggregate ---- Admix.Amount: __ _Brand• _ _. Admix.Amount; _Brand: Set Test® Register Date Date TotalArgy Unit RePort Tested No. Days Number Reds" Test Load PSI No. By 7 7941. 10/17 10/21 96,800 28.28 3420 64 JB 28 7941 10/17 11/11 120,130 28.29 4250 67 JB 28 7943 10117 11/t 1 118,760 28.29 4200 67 JB HOLD 28 7941 10/1i 11/11 122,570 28.29 4330 67 JB V; Remarks: cc:CITY OF TIGARD NOR ENGINEERING _------ — Information contained herein Is not to be reproduced,except In full,without prior authorization from this office.' — Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPO_RTOF6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ='(503) igard, Oregon 97281 Tes}Methods: ASTM C172/C]-231/C31/C39/C1064/C1�43 Phone(503)684-3460 FAX#684-0954 Date Molded: .— 10/13 _' 19 94 Job No. 93-9158A - Perm"..No: -- —,— Client: RON 'S CONSTRUCTION CC) Project: DURHAM wtjrP t-�,UPPORT FACILITIES _ Addr4ss: T I GARD OR _— RON '3 CONSTRUCTION Contractor. — - pub Contractor: -..----- --- Concrete Supplier: I—ONE STAT: NOR f HWE: T "Truck No. j ___ Ticket No. 228771 G _ LEEPER Cast By: �__�. ---Cu.Yds. 8 ' '' Load No. _ _. OVERCAST F t=i 14 Weather: — I emp.High: Temp.1_0w: 31DEWALK & CATCH BASIN , BUILDTNc3 D ( SHOPS ) Location of Placement: — -- -- ----- 11 =2 0 7 __—Test Tlme: -----_-Concrete Tomp: - - 4000 20 411 I Strength Requirement: PSI 0 ____ --days Slump ._—....__-- Cement Type --------- 4500/4000 3�4 " Mix No./No.SaCKS -- Air Content -------- Max.Aggregate I Admix.Anount: Brand: -Admix.Amount: _.9rand: Sat Test® Register Date Date Total Area Unit Pa ort Tested No. Days Number Recd _Test Load_ PSI n!o_ By 7 7888 10/14 10/20 118,250 28.32 4180 63 JB 28 7888 10/14 11/1(' 133,550 28.31 4720 66 JB 28 y888 10/14 11/10 134,720 iI 28.31 4760 66 JB HOLD Z8 7888 10/14 11/10 136,590 28,31 4830 66 JB _ cam• v U Remarks: cc :CITY OF TIGARD -- -- --- --------------- HOR 7 UNIFIED �,EWERAGE AGENCY INSPECTION DEP informsVin contained herein is not to be reproduced,axcept In full,without prior authorization from this office. �ar�son Testing Inc. Construction Inspection &Related Tests ? Geotechnical Consulting REPORTOF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C12.31/C39/C31/C143/C231/C1064 Tigard,Oregon 97281 Test Methods: _ Phone(503)684-3460 FAX#684-0954 Date Molded: 1,01'12 ' 19 94 Job Na. _93`9158 Permit No: _ Client: KV r S CONSTRUCTION Project: DURHAM WWTP SUPPORT FACILITIES Address: TIGARD OR Contraetec RON CONSTRUCTION _—Sub Contractor. Concrete Supplier. LONE STAR NORTHWEST True<No _` 2. _Ticket No. 22969 1 Cast By: __ G . LEE PER _ Cu.Yds. 'S _ Load No. Weather: SUNNY Temp.High: 70 Tti ,p.Low: _ 42 Location of Plac9mont: BUILDING D ( SHOP ) CMU FOUNDATIOP' WALLS 1 :20 80 --- Test Time: ____.Concrete Tewp: 4000 20 5 ! /4" 89___11 Strength Requirement: — -- PSI ® _days Slump _- Cement Type _ 4500/4000 5 .2% 3/4 " %lix No./No.Sacks Air Content -_ Max.Aggregate --- Admix.Amount: _ _Brand: _ Admix.Amount: Brand: Set Test® Register Date Date Total Af98 Unit Report Tested No. Days _ Nurnber Recd Test Load PSI No. By — ;� /850 1.0/13 10/1 9 100,850 28.32 3560 62 JB 28 7850 10/13 11/09 115,310 28.28 4080 65 JB 2A 7P-50 10/13 11/09 114,870 28.28 4060 6-- JB HOLD 23 10/13 11/09 113,980 28,28 4030 65 JB CO C^ Remarks: cc :CITY OE TIGARD __- ----- - -- HDR ENGINEERING -�. UNIFIED AGENCY - 1NSp_ECET 1L OUT- ')NIT WE:IG111- = 35 .10 X 4 .02 = 141 . 1 LBS ./FT Information contained herein is not to be rooroduc9d,except In full,without prior authorization from this office. _ DURHAM ADVANCED WASTEWATER �i TREATMENT PLANT lilq DATE: dune 21, 1993 CONSTRUCTION PROGRESS REPORT NO. 44 m r I-' A S 0 N D J r N A N J J A S 0 N U J r N A N J J A S 0 N D: i9919p: Ipp] Ip9r i Status Summary as of May 31, 1993 Ch mical Contract Time -- Days into Construction (A3 Percent of Contract Time 73% Contract Payments -- This Month $1,257,798 Contract Payments Tocal to Date $27,045,5179 Percent of Contract Amounts Including Change Orders 85% Shoe Drawings Submitted to Date 681 Number Returned to Contractor (61 Chemical Expansion Phase: Throughout the month of May, Wildish Building Company prepared for the startup and Noperational checkout of the Digester Complex. Hot water hnilers,digester mixers, sludge recirculation and heat loop pumps began operation. Inspection and adjustments continued for the enginc-generator. The five day clear test was performed on ~ the complex. At the Sludge.Thickening Facility,the centrifuge instailation was completed and the manufacturer's field services began. Modification to the thickened waste activated sludge tank was completed. Installation of variabl;; frequency drives, ca control panel, and electrical and control wiring continued. At the Sludge Loading Facility, the installation of heating, CD ventilating,and air conditioning,equipment continued. Electrical work consisting of instrumentation and control wiring began Uj in the Sludge Loading Facility. The painting of the pipes in the Sludge Loading arca also began. At the Chemical Feed Building, the iistallation of chemical feed pumps and associated piping continued. Heating,ventilating, and air conditioning along with handrail installations began. The placement of the Chemical Feed Building roof began. With the completion of the excavation for the Lime Slurry trench,construction of the trench began. Work continued in Aeration Basin No.2 as mixer supports,walkways, a slide gate, and handrails were installed. Continued installation of iow pressure air and process piping for anaerobic recycle and mixed liquor recycle pumps occurred also in Aeration Basin No. 2. Rehabilitation work began for the existing Chemical Clarifiers. Installation of new launders and sludge collection equipment began for the new Chemical Clarifiers. In the filter pump room,work consisted of the installation of new piping,effluent recycle pumps,reuse pumps,and chemical sludf4e pumps. Site work continued with the installation of the 24" reuse and 6" irrigation lines. Earthwork for the relocation of the 42" forcemain began. DURHAM ADVANCED WASTEWATER Ufr4 TREATMENT PLANT - EXPANSIONS DATE: May 12, 1993 CONSTRUCTION PROGRESS REPORT NO. 43 40 F:HENi PH A'SE TD 1s to — 0 A S O N O J I Y A Y J J A S 0 N 0 J r M A M J J A S 0 N 0 J 1111 1917 IN! 1194 Status Summary as of Ailril 30, 199 Chemical Contract Time -- Days into Construction 612 Percent of Contract Time 69%, Contract Payments This Month $1,792,743 Contract Payments Total to Date $25,78-/,711 Percent of Contract Amounts Including Change Orders 80% Shop Drawings Submitted to Date 675 Number Returned to Contractor 675 Chemical Expansion Phase: During the month of April, Wildish Building Company continued working at the Digester _ Complex in preparation for startup. Digesters were filled with water for hydrostatic testing of concrete walls and piping systems. Insulation of the heated sludge piping and hot water loop lines began. Installation of variable frequency drive units J and electrical wiring for the complex c intinued. The installation of heating, ventilating, and air conditioning systems for the cn complex was near completion. In the Sludge Thickening Facility, concrete placement of the precast walls and roof panel �- systems were completed. Installation of process piping for the centrifuges continued. AI the. Sludge Loading Facility,the new I1 roof membrane was installed and installation of the heating, ventilating, and air conditioning units began. Marblecretc fascia continued be installed around the exterior of the Sludge Loading Facility. At the Chemical Feed Building, installation of chemical feed and storage piping contir,ied. Installation of Lime Slakers continued while a lime slurry trench was excavated and formed from the Chemical Building to the Primary Effluent Flow Split Structure. In the electrical room of the Chemical Feed Building,the installation of motor control centers and conduit began. At Aeration Basin No.2,concrete wall panels were placed and the construction of forms for the closure piece began. Installation of anaerobic recycle and mixed liquor recycle pumps and piping began in the biological tunnel area. Demolition of existing primary sludge pump 4003 began. Around the site, installation began for the following pipe lines: 20" BDD, 42" Secondary Clarifier effluents, 7A" reuse, 6" irrigation, and the temporary tie-in of the off site reuse. low DURHAM ADVANCED WASTEWATER UfA TREATMENT PLANT DATE: July 19, 1993 CONSTRUCTION PROGRESS REPORT NO 45 CHEM PHASE u _ D A S 0 N D J r M A M J J A f 0 N D J r M A M J J A{0 N D J tool 1992 1007 food r Status Summary as of June 30, 199 Chemical Contract Time -- Days into Construction 673 Percent of Contract Time 76% Contract Payments -- This Month $1,147,485 Contract Payments -- Total to Date $28,192,994 Percent of Contract Amounts Including Change Orders 88% Shop Drawings Submitted to Date 689 Number Returned to Contractor 688 Chemical Expansion Phase: Throughout the month of June, Wildish Building Company placed Digesters I through 3 and the Holding Tank into sen:.•e. The waste gas burner was ignited and burns on digester gas. The engine-generator was load tested,operating on natural gas. PLC: programming was installed and operational for the digester complex and the thickening facility. In the Sludge Thickening Facility, the centrifuges were placed into operation. The sludge thickening, centrifuge feed, and thickened sludge pumps were also placed into operation. At the Sludge Loading Facility, sludge cake pu:.,ps and piping were installed. Preparations were made for the installation of the screw conveyors. At the Chemical Feed Building,the installation of chemical feed pumps, associated piping, heating,ventilating,and air conditioning continued. The installation of contro:room curtain walls and MCC control panels began in the Chemical Building. Construction of the Lime Slurry trench to the flow split box continued. Work continued in Aeration Basin No.2 with concrete finish work, low pressure air piping, foam control pyping, and process piping installations Rehabilitrtion work continued for the existing Chemical Clarifiers. Installation of new launders and sludge collection equipment continued for the neva Chemical Clarifier,No.3. In the filter pump room, installation of new pipit d,effluent recycle pumps,reuse pumps,and chemical sludge pumps continued. The on-site installation of the 24" reuse and 6" irrigation lines were completed. Work on the relocation of the 42" forcemain and irrigation line was near completion. Construction began on the Influent Channel to the Chemical Clarifiers from the Secondary Effluent Split Box. CWC-HDR, Inc. BuildingC-Suite 200 Telephone Transmittal An HDR Engineering,Inc. 11225 S.E.Sixth Street 206 453-152? Company Belha. le,Washington 98004 AttentionLD^a7te^11V/�L !bbNo. " � .__— VVe are sending you: �_J Attached L_J Under separate ower via I J_I the+mowing items: L_l Shop drawings L Prim" L-J Plans L_J Samples L- sperdications " Copy of letter LJ Change order L—� Other -- _. ------------- && y Copies Date No. Description S �✓ L_ Lr _ L-- L_ --- H D R These are transmitted as checked below I For approval L-_1 Approved as submitted L-I Resubmit copies for approval L For your use I_ I Approved as noted L I Submit rripies for distribution L_J As requested L-I Returned for corrections LJ Return corrected prints L-J Fri review,comment Other — L-J For bids due- __—- -----19 L—J prints returned albr loan to us L. - L n•nFlmurst.rn nue of nntlA p1�.N nun11 ur.I on<'.! —� a,�(..�D oI l .yf� w. IF CVVC-HDR, Inc. Building C -Suite 200 Telephone An HDR Engineering,Inc. 11225 S E.Sixth Street 206 453-1523 Company Bellevue.Washington 98004 October 5, 1989 39-33-02 Mr. Michael Skeehan CITY OF TIGARD 13125 S.W. Ball Blvd. Tigard, OR 9723 RE: Durham Advanced Wastewater Treatment Plant Phase I Expansion ✓�� Dear Mr. Skeehan: Thank you for attending th- job site meeting on Thursday, September 28, 1989 as your input was most beneficial. As we discussed in the meeting, our standard design znd construction procedure is H D R to completely encase all piping (process, storm, sanitary and water) in concrete when they are beneath a structure. This is the best possible protection for the building and the piping. Our other concern is trap primers. The trap primers are notorious for not working and plugging at „wage treatment pl,-ts, and a majority of the plant rnaintenancQ personrc! pour cooking oil in the drains to maintain the seal. On behllf of the Unified Sewerage Agency of Washington County, we are requesting a variance from the Uniform Plumbing Code pertaining to trap primers Paragraph 7.07 and encasement of drainage pipe beneath slabs Section 31.5. Your review of this request will be greatly appreciated. Should you have any questions concerning this project, do not hesitate to contact us. Very truly yours, Bruce R. Willey Vice President „. JE K:Ijs °= ;j C 1 101989 C mmantq�1 PLUMBING PERMIT OF TI GARD PERMIT N0. : F'L890562 CITYc�Tr oa n6afa�l COMMUNITY DEVELOPMENT DEPARTMENT °"FOO« TE ISSUED: 10/ 4/89 13125 S.W.Hall Blvd..P.0.30x23397,Tigard,0 regon 9 r223.(503)6394175 �� ./ IM. PMT.NO890557 JOB ADDRESS: 16580 SW 85TH AVE SUfr: HE(aDWOnf S BUILDING BK: TAX MAP/1_01 LAND USE: I-OT SIZE: ITEM: NO: NC: WORK CLASS: NEW WATER CI._OSET 1. TRAP' 1 PKFLOW F'RVNTR 1 USE TYPE: INDUSTRIAL. 'URINAL i TRAP PRIMER IFR LAVORATORY OL'CUF'.GRF'. : B4 TUB SHOWER GREASE TRAPS DISHWASHER GARBAGE DISPOSAL NO.STORIES: 2 WASHING MACHINE BLDG.DRAIN (DIA DWELL.UNITS: LAUNDRY TRAY FLOOR DRAIN 50 SINK 4 SEWER (FT) 100 WATER HEATER 2 STORM/RAIN (F1' 1.0Ft OTHER 23 --- F:EMARY,S:--- - ---- U.S.A. clew Heaclwork.s Building Other: Fountain, Rf Drns, Wtr sftnrs ------ —_--�— FEES: $7,32.5r 792.5r Unified SewerageAgency PERMIT N 150 No. First; Avenue Rm. 302 I FIXTURES F Hillsboro OR 97124 435. 13 ra PHONE (503) 648- 8621 STATE TAX OTHER 4175.63 C 0 N T r A T TOTAL_: 4913.26 T 0 fa -- RECEIPT NO. ��'j a J his permit is issued subject to the mgulAbons contained in Title' n'1 REOU I kED INSPECTIONS t the TMC. State of Oregon Specialty Codes zcningre ulat nns and all other applicable codes and ordinances, and it is hereby PLB.UNDERSLAB agreed that the work will he done in accordance with the plans and RAIN DRAINS pecifncahons and in compliance with all Applicable codes And ROUGH_IN irdwanrQs The Issuance of this permit rices not waive restrictive LINE covenants Cont Accor And subcontracturs shall have current city WATER OUT business IA" permits This permH will expire ATOP OUT became null and � � void if work Is not started within 180 daysor if work is suspended r r F I NAI. abandoned for a perind of 180 days any time after work has commenced It shall he the responsibility of the permitter,In assure all required inspections are requested And app *As Needed PP`Ifil lee Si ire CNLL FOR INSPE0141' 17-4-115--. -- SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE J 'a CITY OF TIGARD RECEIPT 01= PAYMENT RLC N09 0 0 10557 5 14J J CHECK AMOUNT 465.4v 'TOI,l COUNTY FINANCE CASH AMOUNT .00 NOMC, wAbHINC-i PAYMENT DATE 10-04-89 ADDRESS; DIVISION1 BLOCK I,J(I/ADDR- ii. lr]P�J AVE DURHAM VJLIIF' HIL.L.SPOF`O, OR 97174 AMUUNT PAID AMOUNT P-NID PURPOSE OF PAYMENT jp- FoYMENT ----------- ------------------ -------------- ------------ M--I-S-C-E-L 65.46 BUILDINPERMIT ,890559) 400.00 LANEOUS FEES & CHARGE (PALANCE FAlD IN f-ULL) (TRAFFIC CONTROL SIGN) i iv TOTAL AMOUNT PAID 46°5.46 i October 4, 1989 CITY OF TORD OREGON H.D.R. Engineering, Inc 300 Admiral Way Suite 2C4 Edmonds, VA 98020-4.127 Re: Plan review for Durham Wastewater Treatment Plant Gentlemen: On October 3, 1989, I inspected the Durham Treatment Plant in Tigard and have listed the following items that need correction: 1. Floor and hub drains in enclosed areas such as toilet roums, will be primed. This will be an exception to your variance. 2. Vents for floor drains should be taken off above center line at the next to the :Last fixture (not the last fixture), if it is treated as a combination waste and vent system. � 3. Catch basins shown are flow through type (lynch approved type basins will be rer a i_red) . 4. Vertical wet venting is only permitted in one and two family dwellings (Section 613 UPC) . This will be considered as a partial plan review because enough time was riot allowed to pursue all of the code issues. I will also require an engineer's stamp on your variance. If I can be of further assistance, please call me at 639-4171, ext. 312. Sincerely, Mike Sheehan Plumbing inspector jlh/durham.ms 13125 SW Mall Blvd-P U.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- -- - IWAMMA C41VC_HDR Suite 204 Telephone An HDR r)yineenng, Inc 300 Admiral Way 206 774-1947 Company Edmonds,Washington 99020-4127 October 2, 1989 Mr. Brad Roast CITY OF TIGARD 13125 S.W. Hall Bled. Tigard, OR 97223 Reference: Unified Sewerage .Agency, Durham Plant Dear Mr. Roast: Please find enclosed three copies of the mechanical and plumbing plans for die Headworks Building that were revised by Addendum during the bidding phase of the ✓ Durham project. This building is presently under construction and your coordination with your field H D R inspectors will be greatly appreciated so that this dry weather can be utilized for our critical construction scheduling. We are sending you under separate cover three complete sets of plans that have incorporated all changes. We regret any inconvenience that this oversight may have caused. Should you have any questions concerning this project, do not hesitate to contact us. Very truly yours, i John E. Koch JEK:Ijs Enclosures I vim r Rei► qDate �ry Initials TECHNICAL SPECIFICATIONS AND REQUIREMENTS FOR THE PHASE I GRADING PLAN AT USA SUBSTATION TIGARD, OREGON Portland General Electric Company Portland, Oregon Date Prepared by Approved by z��i TECHNICAL SPECIFICATIONS FOR USA SUBSTATION FHAS'E I GRADING PLAN GENERAL INFORMATION Site: I'.ie substation construction project is located at the Unified Sewerage Agency's Durham Se--;vage Treatment Plant. The treatment lant is located south of Fiurham Road and east of SW 85th at X6580 SW 85th Tigard, Oregon 97224 . See the attached drawing. Work Required: The Contractor shall determine the locations of all underground utilities, scalp the areas of vegetation, excaval:e, place fill , and construct a cart path. Excess excavated soil shall be stockpiled on site as direct-ed by the Engineer. Scope: The Contractor shall supply all equipment, tools, labor, materials, and superintendent for the work outlined in this technical specification and shown on the drawing. All work shall city, county, state, and federal Ye performed in accordance with rules and regulations. Permit: The Centr.actor shalt obtain a copy of the permit from PGE prior to beginning work. 'I'hc: Contractor shall comply with all applicable codes. Preconstruction I.eetinq: The Contractor, PGE Inspector, PGE Coordinator, USA representative, and tae PGE Engineer shall discuss the work in a preconstruction meeting prior to beginning the project. ITEM 1 CLEARING 1"ID GRUBBING I . J. SCOPE: This item shall cons,.st of the removal and satisfactory disposal of all trees and stumps; all logs, snags, brush, weeds, grass, rubbish or any other perishable or otherwise objectionable material within the clearing and grubbing limits of the sub- station site, access road and other designated areas. All clearing and grubbing shall be performed to limits designated by the Contract Drawings and in accordance with these Technical specifications. 1. 2 . CONSTRUCTION METHODS: 1. 2 . 1 General : All clearing and grubbing shall be completed in advance of earthwork and earthwork shall not be started until the cleared and grubbed area has been approved by the Engineer. All materials cleared from the site, including merchantable timber, if any, shall become the property of the Contractor for his disposal . 1. 2 . 2 Clearing and Grubbing: The Contractor shall clear the required areas of all logs, trees, heavy brush, fences, stumps, debris and other objectionable material encountered. All holes remaining after the grubbing operations in fill areas shall have the sides broken down or leveled, if necessary, to flatten out the slopes, refilled wil-" acceptable material , moistened and compacted by tampers, roll 3 or construction equipment to the density as required by these specifications, Item 2, Unclassified Excavation. 1 . 3 . DISPOSAL OF MATERIAL: All spoil materials shall be disposed of by burning or by removal to acceptable disposal area . Burning of organic materials shall be subject to prevailing local, state or federal laws. Piles for burning shall be placed in open spaces where no damage to adjacent trees will occur. The Contractor will be responsible for obtaining permits and controlling fires in accordance with all local , state of federal laws. Awes resulting from burning shall be removed fror the property to an acceptable disposal area. Page 1-1 ITEM 2 UNCLASSIFIED EXG'AVATTON 2 . 1. SCOPE: This Item shall consist of furnishing all labor, equipment, tools and incident,3l.s and performing all earthwork including excavation, stripping, scarifying, borrow, haul, placing, compacting, shaping, graC.ing, disposal of unsatisfactory material and other work incidental to a complete job in accordance with these Specificat?.ons and the Contract Drawings. The Work shall consist of all excavation and shaping required for cut and fl-11. sections, ditch and drainage excavation and removal of unsvita';le soils. This Item also includes compaction of embankment, svbgrades ani slopes. 2 . 2 . MATERIALS: Em;iankments for the substation site shall be constructed with suitable materials excavated from cut sections, ditches, and borrow areas as may be approved by the Engineer. . Unsuitable materials, including but not limited to soils containing appreciable orjanic matter, brush, rubbioh, roots and vegetation, will not be permitted in the formation of any embankment. All such unsuitable material and fat clay encountered shall be wasted as specified herein or as dir_( cted by the Engineer. 2 . 3 . SOILS TESTING: All soils tests inclucing, but not limited to, A.A.S .H.T.O. Method T-99 , shall Le the responsibility of PGE. Th^ tests shall be performed at the discretion of the Engineer by a ecogni7ed scils testing firm. 2 . 4 . CLASSIFICATION OF EXCAVATION: All authorized excavation shall be classed as Unclassified Excavation, regardless of its nature or manner of removal and inc'.udes stripping, ditch and drainage excavation, and removal of unsuitable material . 2 . 5 . CONSTRUCTION METHODS: 2 . 5 . 1 General Requirements: The area withi- the construction limits of the substation site shall be cross sectioned before construction operations may proceed. All suitable materials excavated shall be used in the formation of embankments as shown on the Contract Drawings or as directe(q by the Engineer. Wasting c,f suitable material. will not be permitted except by direction cf the Engineer. Where stripping of overburden is being performed, material suitable for topsoil shall be stockpiled as directed by the Engineer. stockpiling of topsoil will not Lie paid for directly, but shall be considered an operation incidental to excavation. Page 2-1 grubbing shall be in Clearing as set forth in x ,5,2 Clearing and Grubbing: and Clearing and Grubbing, accordaiIc-e with Item 1 , these specifications. embankments, the To prepare areas to be covered by and 2 ,5. 3 Stripping depth of six inches (6") shall be stripped to a a, directed by the moil disposal, topsoil for later use or the soil shall Af.teraalLlroots Engineer. :Following stripping, and pulverized to a depth of six inches (6") . other objectionable materiaun jerEembankmentbeen vshallo'bet e and of the areas to be action loosened soil , hereinafter specified for comp soft or otherwise compacted to the density roved of embankments. AnY areas found contal,��egilled wi.t'.1 ape unsuitable material shallebefexcavated,iy. + soils and compacted to sP the area of The Contractor shall keep pterm of the 2 , 5. 4 Drainage and Dewatering: required, any the Work properly drained at all times during req or any other tem �Orary Contract. He shall construct and/tarn, Any such and all necessary ditches, diversion and protective measures necessary• provided e measures other than channels or' ditches called for protective the. Engineer shall be b on the plans or authorized by The Contractor saallnecesurnlary at the Contractor's expe s— at his expense, install , maintain and operate wired for dewatering the various numps and other equipment req the foundations Of of '�he Work and for maintaining the of the Work free ents, borrow areas and Other P All above mention embankmed parts qu ired for construction,. operated from water as re �"shall 10e constructed an protective measures stat, federal laws and/or according to a ny local, a sI aa. regulations prevailing in the 2 , 5 . 5 Excavation operations:Excavation and tion shall be perfor-�ned to the line_c 2 . 5. 5. 1 General: the plans or as directed by the grades indicated on wired slops's Engineer. The work shall oOLitsidet the required sl for the of any materials the looseningNo payment will be ma de or below the indicIte' grade. it was loosenedat ri disposal oz replacement of excavatemateria the removal , Engineer art of the or when, in the opinion of the Eng on the p carelessness or negligenceexcavated undercut by Neither will payment be made for any Contractor• ur oses other than those n no case will excavation material which is used for .p designated. Furthermore, plans or the lines and grades shown on thenPexcess of outside of Engineer, revised through direction of orebfilling of such areas, tolerances specified herein, be paid for. Page 2-2 Excavation distribution and disposal of the material shall be conducted in such a manner that, when practicable, the most suitable material will be placed in the top course of the work and that adequate drainage, which will conform to the finished drainage system, is maintained. No excavated material shall be wasted without permission of the Engineer. Waste excavation shall be placed and shaped so as to present a neat appearance and so there will be no injury to any drainage or to the abutting property. Where fat clay (all clays with liquid limit greater than 40 or plasticity index greater than 20) or other objectionable material is encountered, the subgrade shall be undercut and backfilled, but only as indicated on the plans or as directed by the Engineer. material obtained from such undercutting shall be disposed of as herein specified. The general limits of undercut may be shown on the plans, but exact limits will be determined in the field by the Engineer. Undercut areas and cut slopes with exposed surfaces of fat clay shall ne backfilled or topsoi�ed almost immediately, before the fat clay has opportunity to dry appreciably. if it is not practical to follow such procedure, the surface of they fat clay on which backfill is to be placed shall be kept moist by sprinkling until backfilling or topsoiling can be accomplished. � The subgrade, where undercut, shall be backfilled with acceptable material in uniform level layers of such depth that compacted layer thickness will not exceed six inches (611) . Each layer of material shall be compacted as hereinafter specified for embankmPn s to a density of 95% of maximum density as determined by A. A.S.H.T.O. Method T- 99 . The material being compacted shall be maintained at :its optimum compacting moisture content during the period of compaction, and no fill shall be placed until. su-1-table equipment for aeration and addition of water is available. Fa'-. clays and other objectionable materials whi,:*h are removed shall be disposed of by the Contractor. The work required for disposal of unsuitable materials will not be paid for directly but will be considered a subsidiary operation of unclassified excavation. All earth cut slopes including slopes of ditches shall be dressed to a smooth and uniform surface to conf.o.rm to sections shown on the Contract Drawings. Allowable tolerances for cut sections and other roadway excavation shall be +/- ane-tenth (0. 1) fon': vertically and plus three tenths (0. 3) foot horizontally. Page 2.-3 WNXNW14 I UIUMNI 2 . 5. 6 Embankment Formation: When the preparation cf the embankment foundation is complete, placing of embankment may be started, using suitable material from the various sources. The materials shall be deposited on the area to be filled in uniform layers of such depth that the compacted thickness will be not more than six inches (611Fill material shall not ) • from vary in moisture content more than four percent. (4%) optimum moisture at the time of compaction. If additional moisture is required for compaction, the layer shall be sprinkled and the water mixed in the layer thoroughly. If the material contains excessive moisture, drying shall be accomplished by discing, blading or other satisfactory means. Roots, limbs, debris and other objectionable matter shall be removed from the fill before compacting the layer. Placing of fill on frozen ground or embankment will not be permitted. Compaction of fill shall. be performed by rolling each layer of fill with tamping or pneumatic rollers. Any clods or large lumps of material in any layer, which do not pulverize sa,isfa.ctorily under compaction equipment, shall be pulver;zed with discs, scarifiers or other_ suitable equipment befog completing compaction of that layer. Eac' layer of embankment shall be unifo --mly placed over the full width of fill and graded so as to maintain good drainage. Without exception, each six inch (6") layer i, the top two feet (21 ) of embankments (measured from the top of subgrade) shall be compacted to ninety-five percent (95%) of maximum density as determined by A.A.S.H.T.0. Method T-99 . 2 . 5.7 Embankment Gracing: Embankment construction shall be conducted at all times so that: the top of the embankment shall be sloped to drain in accordance with the Contract Drawings and at no time shall it be left so that water can stand or pond on it at any point. The embankment slopes and top shall be graded to bring the surface to lines and grades shown on the Contrac`.. Drawings. If. during usedsubsequent subgoperations, surfacershallother beirregularities are reshaped caand rolled. The finished surface shall be reasonably smooth and free of irregular surface changes. The degree 3f finish shall be that ordinarily obtainable with a b.iade grader. The finished grade shall not vary more than 0. 1 foot vertically and plus 0. 3 foot horizontally with grading requirements shown on the Contract Drawings. Page 2-4 2 . 6. MAINTENANCE OF EARTHWORK: The Contractor shall properly maintain at all times, until acceptance of the work, the substation site, including all embankn!ents, cut sections, slopes and ditches, essentially to the lines and grades shown on the Contract Drawings without extra compensation therefore. The Contractor shall replace, at no expense to the Owner, any portions that become eroded, displaced or damaged. 2 .7 . MEASUREMENT: 2 .7 . 1 Unclassified Excavation: The volume of all authorized excavation, shown on the plans and excavation of unsuitable material will be measured in it-- original. position, and the volume of material actually removed will be measured in cubic yards by the average end area method from cross sections taken prior to excavation and after completion thereof. Page 2-5 CITY OF T 167A RD SITE PERMIT rcTWARD 11::+ 91�PMIT NO G1.8 ,050 COMMUNITY DEVELOPMENT DEPARTMENT 0111GON DATE 15SUED: 9/ 1/89 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard.Oreqon 972221.(j03)639 4175 1*1114'.11'm "1014, NO (41010S() A 1:)1:)W,E7 S 5 16!500 ';iW 815TH AVF' '1()X MPIP/L.[).I SJLJI*.': USA PI ANT APEA L.J BK I.-AND IJ15E I-J.'11T 517F W 0 R K 1'."I AG 5 I IfFiF "I'YPE, Cly. SM'.11 YAPI)G VAUJE: YMPERV . APE-A. : FA*LL"? : YES FN('.,*1'.NEA'::P1:::D FJI L.'? NO NO y I'-'- NO 1.11-i' PIPEPAPAT1ON? YE I-i ,:') T(:)PM I)I-",1ATNS7 : NO 11 0 $108.90 IF Ei:fi::fi W PGF Ccimpianq 01.-'Pll I, T N 1.pj S W 51kimn" Sit I PI AN 14FVJ.E:W $30 . 00 E . _ R Portland 0 14 9*7 Ei 04 PHONE (503) A641-41030 !:)'T A I'F* '11 Ax 10,5. '41.5 C CHA14GES : 0 N T H A C T 2 TOTAL- : $144.35 This permit ir Issued subject to the regulations contained in T Me 14 RECE]LIPT NO. 1()5017 of the TIVIC. State of Oregon Specialty Codes, zoning r_,iocins and all other applicable codes and ordinances .-.,j it is hereby I7EWIT1110) INSPECTIONS agreed that the work will be done in accordance with the plans and 141'*1-404 specifications And In compliance with all applicable codes and NAI ordinances. The Issuance of this permit does not waive restrictive covenants Contractor and subcontractors snall have current city business tax permits This permit will expire and become null and voij if work is not started within 180 days.or if work is suspended or abandoned for a perind of 180 days any time after work has romme nc It shall be the responsibility of the permittee to assure all req K-OJ,nstions are requested an approved ermi t Sig fu e 1111111groLd J.Ing fi.I I issued By F OR INSPECT10N 639-11. 75 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C11YOFT16A a PLAN GHEE APPLICATION _ ��+^� PIAN atECK H COMMUNITY DEVELOPMENT DEPARTMENT PERMIT urns. lt� 13125 S.W.MA 61.d-r.0.ti . on DATE ISSUED J� TAX MAP/LOT JOB ADDRESS: 105?I ► -1 �5✓ - -- LANG USE - SU,3: LOT: _ -- VALUATION- ;;PECIAL NOTES OWNER REISSUE OF: _ NAME: _ LAST REISSUE: _ ADDRESS: FLOOD PLAIN/ SENSITIVE LAND: _ PHONE: — -- - -- APPROVALS REQUIRED PLANNING: 00NTRACTOR ENGINEERING: NAME: — — FIRE DEPT — AOORESS: _— - —!_ OTHER: : PHONE: —_ - _..,._... IT'EMS REQUIRED LIST/StSCONTRACTORS: BUS TA):: ARCH/ENGINEER CALCULATIONS: NAME --- - TRUSS DETAILS: — ADDRESS: — PARKING PLAN: ---- - — --- LANDSCAPE PLAN: _ -- - OWER' PHONE: — CO MENTS: PERMIT H AOCT H DESCRIPTION AMOUNT AMOUNT P0. DAL. �OU�L _ 10-437 00 Building Permit Fees ��✓ (�� `� - 10-431 00 Plumbing Permit Fees — - 10-431 01 Mechanical Permit Fees f — 10-230 01 State Building Tax (5%) — Building Plambiny _,_� _ Mech 10-433 00 Plans Check Fee >G'��G `L r Building Plumbing Mech 30-207 00 f:ower Connection - 30-444 00 Sewer Inspection - 51-449 QO Street System Dev Charge (SOC) 57.-449 00 Parks System Dev Charge (POC) 31-450 00 !storm Drainage Syst Dew Chry (SS[1C) -- 10-730 09 1R(D - 10-230 OG Washington County lire H1 (95X) -- 10--270 00 Amar t/wedgewood loinl -Z1 el Rt C It — APPLICANT SIGNnTUW I;eceived By: _ Date Received: cn/3587P/18P August 29, 1989 CIIYOF TIGARD OREGON Mr. Dennie Lively, Division Engineer Unified Sewerage Agency 150 N. First Ave. Hillsboro, OR 97123 Re: Durham Treatment Plant Dear Mr. Live�y, Due to a typographical error on the summary sheet for building permits on the USA Sludge Pumping Station, we find that we need to collect another $400 for permit #890559. In addition, there is an engineering charge of $65.46 for the traffic control signs. I am enclosing copies of the summary sheet, the permit involved, and a letter from John Hagman for your review. I am also sending you an updated receipt which reflects the amount paid for your permits. We apologize for any inconvenience and appreciate your help in this matter. When the check i.s issued, please send it to my attention at PO Box 23397, Tigard, OR 97223. If you have any questions, please call me at 639-4171, ext. 3].0. Sincerely, 2T=na Building Permits Clerk usa 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 —.� RECEIPT OF PAYMENT REC NO: 0(31051-7 CITY OF TIGARD CHE0--, AMOUNT 460-I CJ CASH AMOUNT' DO NAME: WASHINGTON COUNTY FINANCE PAYMENT DATE 09-29-85 ADDRESS! DIVISION BLOCK, NO/ADDRt 150 N. FIRST AVE DURHAM WWTP HILLSE40RD. OR 97174 PURPOSE OF F(4YMEN'r AMOUNT rPID PURPOSE OF PAYMENT AMOUNT-PAID —---------- --------------------- ----------- ----------------------------- 17.90 ------- 5.961.51 MECHANICAL PERM (b90!!j7-!:) bUILDINB PERMIT TOY GO.5 9 egr)564) (jo STATE- PUILD MECHANICAL PERM -i PERMIT k840567) 01) PLAXIbING I El,,Ml,l, F LUI-lb I NC 365.00 PUI�LIC IllF-t:tOVF'Ml:,N1 PLUMBING PERMIT (BQ0562) ;,500.00 CUbTOMEK DEPOSITS 460. 1 TOTAL AMOUNt "11� CITYOFTIGARD C174��Jf Arm NO C, COMMUNITY DEVELOPMENT DEPARTMENT 8/20/89 1312523397.Tigard.Oregon 97223,(503)639-4175 L - S.W..W.Hall Blvd..P.O.Bo P 1.6'5 6 0 SW l;':3"5 11-1 r'-)V I::. K 'TAX MAI'-)/LOT I..ANI] USE: V Al..UA Y 10N $ 5E113ACKS) I OT SIZE: F'RON'T' ' PEAR : WORK CLASS : NEW UN I TS L F I USE TYPE : INDUSTRIAL NO . BEDROOMS k:'XT .WALL CONST : W: CONSTT . YPE: IF*A NO . BATI-115 : N: S : E : OCCUI:) .upp N : E : W : OCCUP .LOAD TOTAL Al:&m.A :1.H'I 0 Y V:11 I S'T' : 16 110 0 n(' F CONS T Wk-.- 16- T'{ NO. STORIES 2ND: APE-A SF.:*.PAWt NO 1:1 A T E L) : I 'I("'HT : 12 O(A,,UP ,SEPAR? NO PATEHID : BASEMENI"t NO 31,41) : MEZZANINE"? NO FIASIEM'T NO AL.(-;;r1M'? NO I!-'L(:)(]P LOAD G GAPAE: F'L-(*.)W(113171,M) Din.11i.C.1"? NO VILAN Hy : Jj`)J l4r.-i'MA13K5 : REISSUE OF NO . u S . A . New SIUCIf .4e Statii:)n I.-AS*T REISSUE F'EES : $2. 2 15'3 0 O 1,-,r:�Rmi r WlJl'l:i.'Fi.e't:lSewllr..�rageAqenczy NI--)I-AN REVIEW E 150 Nr.) . F*irvit Aventie r4m . 302 $901. P() R 1-.)n 0 1.1 97 1.2.-1 FIRE DEVI fel It.1NH: 13 STATE TAX X1:1.)3 . 65 1 '50'.3) 648-86P.1. STATE C AiVELOPMENT CHAPGES : 0 ORM) N T R A C PREPAID < T 0 TOTAL : $4,731 .30 RECEIPT NO. This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby pF.:j;;lUIpr-,D INSPI-.CIA'ONS agreed that the work will be done In accordance with the plans and FOO'FING specifications and in compliance with all applicable codes and F OUNDA'I TON WALL ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city SLAB business lax permits This permit will expire and become null and T']:1...1-••UP PANELS void if work Is not started within 180 days,or it work is suspended or FRAMING abandoned for a period of 180 days any time after work has commenced, it shall be the responsibility of the permittee to assure .1.NSt JI-AT ION all required Inspections are. requested and approved OTHF.1141111111 ,t Te��latu gn�m' J pprmF I NAL *A% Needed Issued By 'A, 9 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF T1�� MECHANICAl P F.1--4 M 1 1. IV c ITU '-16"W Il!D OEW N . MO'-t)7 3 y wrooN COMMUNITY DEVELOPMENT DEPARTMENT ISSUED 213/Ell.) 13125 S.W.Hall B!vd..P.O.Box 23397 Tigard.Oregon 97223.(503)639-4175 1 JOU (A)0141:::Si . J.6560 �-w AVE.: A'I F:L D TAX MAP/L-01 LANE) USIA L UT 5 1 Z E." N(:1 NO WUPIK GLASS : Al-'T'EPAI'I:C)N FI)ANAL.1k:: 0.001K r,T'.14 HANDL <11-0 IFIL111NACE 1-001<+ A]:R 1--IANI)I-.r4 10K USE 'TYPE: (YTHER C:VAR! . G('XJI E P O(JA FUIRNOCL: CUNS1' . FLVl:-*.N'T' FAN Ba I-*-*.:A,TEKP V E.N'T V L N'l . 5 y 5*T'E M BILP/COMP <:31-11:) 1-1001) .1.N C I No . SIX)PIES : 3 BLN/(10MV, 3-15HP E:NE*- 14 6 T 0 PD 0 M UN 11 G : 6 L P M P 1.5-301-11P 1.NC1 N RA1131:4 U M F01F.'k 'TYROL Eq-jj:J/C[)MP 30-50HP RLPA111:4 LJN'F1I*S MAX . JNPU T al-A/cOMP 504-1-11P GAS t::,J'.P)1NG OU11 E DMPRS? I--ITGH PRESS? I (1w PAVC-142 141::-'MAPK9 : New vent sylatOm paw Sewage j*.),.t,nj:):Ll-lq StliLtinir, 1111110 . 00 0 FIERMIT W Uni-viecl Sictwc�rwci N :1.,j 0 Nus . Fii-!1; t, A vent.te 141% 30P PLAN PI.-:VIEW $7 .50 E FIXTURES R L11141 9712A SJ,AJ'rL 'TAX $ 0 El r)H(:)Nk" (503) 6410-8621 0'T*HI:..P C 0 N T R A C T s2e .7.5 0 1-01'AL: R /h C— PE(',EIPT —t7 - This permit is issued subject to the regulations contained in Title 14 of the TMC. State of Oregon Specialty Codes.zoning regulationsle -5 and all other applicable codes and ordinances. and it is hereby PEQIJ.LREU INF-Wlif,'IJUNS agreed that the work will be done in accordance with the plaits and ME LIHANICL SYS'rLIM specifications and in compliance with all applicable codes and F'.1NAL. ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors snail have current city hiiRiness tax permits This peri,flt will expire and bernme null and void if work is not started within 180 days.or it work is suspended or abandoned for it period of 1130 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved PptmQ, ,RSrVgWnat,ire Issued By r-rtM'- rI It-- W-r T T 114 49-7ZI1711 SEPARATE PERMITS REQUIRED FOR WOPK OTHER THAN DESCRIBED ABOVE Y urI Ic;AHU MECHANICAL PERMIT ,�ertnil hco�5?�; D�crlptbn CITY PRICE AMT Table 7Aµechankal Code —— City of Tigard 1) Permit Fee -0- -0- 10.00 13125 SA Hall Blvd. --- --- P.O. Box 23397 2) Supplemental Permit 3.130 - Tigard, OR 97223 I W 639-4175 1) Furnace to 1 ,000 BTU 6.00 incl ducts&vents 2) Furnace 100,000 BTU + 750 incl.ducts&vents _ Floor Furnace 8.00 1411 of Oevptnprmont /�"�� 3) incl.vent _ nLI��J (� �/ —�-- Suspended heater,wall heater 800 Job Q n 4) or Moor mounted heater - Address d/ Tea�a Map No 5) Vent not incl.in 3,00 appliance permit 1(1 a Repair o1 heating,retr ig.. 6.00 N.m.��a//na�.vva1 1 8) _cooling,absorption unit_ �ls_.J tare 7) Boiler or comp to 3 HP 8.00 Matting Address absorp.unit to 100,000 B TU Owner — Boiler or comp to 3 HP-15 HP •100 Gty/Swe zip 8) absorp.unit to 500.000 BTU — �__. 9) Boiler tx comp 15 30 HP 15.00 Name absorp.unit b4-1 million — _ — Boiler or comp to 30-50 HP 22.50 Maitimg Address phom -- 10) absorp.unit 1-1.75 million _-- Contractor Boiler or comp to 50 HP 31.50 r/st•b 'P ) absorp.unit 1,750,000 BTU -- - --- eus.Ta,<No. Air handliryj unit to 4.50 State Regislratiom t� CAY 12) 10,000 CFM Air handling unit 7.50 1 hw" acknowledge that 1 have read Owl appli ation that trio information 91"n is 13) 10.000 t;1W 4 --- 7.56 oaTed,that I am the owner or authorized arteM d the owner.that plans s Awnitla rein Non able a.wmplunce with Stale laws,IMI I am registered with Vile Stale HuikWf Board,fhat the 14) w�• 4.50 rwrmben given is oohed.(ll exempt horn Slate registration please give reason belowl. e-.aporate cooler _-_ --- 15) Vent tan connected 3.00 -- --_._..-- --- to a single duct ----- _ -- - -- --- --_-_---_-.-- ----- -- 18) Ventilation system not 4.50 included in appliance permit- -_ - Hood served by - 4.50 17) mechanical exhaust - ;+aturo(owner i;ageni) -- -- --f Dole R) Domestic type 7.50 r incinerator _ _ --- Describe work ❑ addition ❑ alteration Ft repair ❑ElCommercial or industrial to be done residential non_residontial 91 _ 19) 3000 - - ----- - type incinerator Existing use of Other i.e.,woodstove,water 4.50 building or property _ --_�__-__-- --- 20) healer,solar,clothes dryers,etc_- Proposed use of huildmg or property -__ _---- ----- -- -- 21) Gas piping one to tour outlets 2.00 l lype of lues- oil 11 natural gas K LPG Ll !clric [_) 1 More than 4-per outlet- - NOTICE SUB-TOTAL /7.SO 114113 PERMIT BECOMES NULI AND VOID IF WORK OR CON- _5&10 4M6 SURCHARGE .88 STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 - --__-_-_-- -- � DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS Al ANY TIME AFTFR TOTAL 1r WORK IS COMMENCED - --- Special Conditions - D.Jle ISS00d by low MF.:.CHAN1(-..AL. I::1EI-*,IM.[T C17Y OF T'6A RD PEII- MIT NO. ME.89056Y4 (CLMO�F TWA RD COMMUNITY DEVELOPMENT DEPARTMENT OREGON 13125 S W.Hall Blvd..P-0.Box 23397.Tigard.Oregon 97223,15031639-4175 DATE 155 LJE.D 6/2.6/69 J08 ADDRI-ESS : 16380 SW 0,5114 AVI` TAX HAP/LOT III.ADWAIAKS LT Ell< LAND USE: 1_.(.71' SIZE:: ITEM: NO: N(3: WORK CL.ASS : NEW FURNACE (100K AIr-4 HANDL.P <10 i. USE 'TYPI;::: INDUbTPIAL FURNACE 1001(+ P. ATR HANUL.P 10K I CONSI IYF)F--'.; IFP FLOOR FIL111-4NACE.' E:VAI:) .C.00LEP Occup.GRP. : Eldl HEATER Vr--NT FAN :1. VENT Vl::'.N*T' . SYSTEM ;? 81-R/COMP <3HP Haul) NO. STORIES: 2 HIL.14/rOMP 3---J.."5HP INC-INERATOW C DOM DWELL.UNITS : I31-1'•1/(.0MP 15 301-111> IAC INE311ATIO14 UIOM FLIF.1 TYPE, GAS 13LA/COI'iP 30-'.50HP RF UNITS MAX . INPuT 3,19-1000 I3I-P/(:,0MI--` `304-1-11.) OTHER 11,11RE 101MVIPSIi, NO GAS PIPING OUTLETS V. HIGH PPESS? NO 1-113W 4;XRFC--rC-r9------YC--S— PEKMARKS : U. S .A. ric.+w Headwcir•I(i:i rr.*;t.0.:I.0vi.rqj 0 W lJorilifielorl Sewei,ii 9e0 gerie-y PEPMIT 111110 . 00 N E 1.50 N(3 . 1711-%t Avcincic.i Pon . 30;:� PLAN REV IEW 11:1.2 . 75 R OR 971.24 FT XTILIPL"S $41 . 00 PHONE- (.503) 648-411621. STATlin- TAX 55 THE:A C 0 N T R A C T 0 R1 TOTAL $66.30 1 This permit Is Issued subject to the regulations contained in Title 14 PIRKICE'APT NO. of the TMC. State of Oregon Specialty Codes, zcning regulations and all other applicable codes and ordinances, and it Is hereby PF.:QLJIPEU INSPEC,I RJNS i L agreed that the work will be done in accordance with the plans and GAS LINF*. specifications and in compliance with all applicable codes and MF:GHAN(`L. SYSTEM ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city business tax permits. This permit will expire and become mull and void if work is not started within 180 days.of if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved a 1 4 Vvi'm Permittee Signature_ N *At% N"e.cle.d siivd By i;f\ (,At I UTIIA TNSPFCTION 639-4175 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE MEW Vi o Y ur 1 IUAHL) MECHANICAL PERMIT Permit N Oesaiptlon CITY PRICE AMT Table 1A Modwn"l Cole ---_ City of Tigard - _ -- _. . I) Permit Fee - --- -0 -0 10.00 13125 SW Hall Blvd. -- P.O. Box 23397 2) Supplemental Permit 3 Tigard, OR 97223 —Furnace to 100,000 BTU 6.00 639-4175 1> _ incl.ducts 8 vents -- 2) Furnace 100.000 BTU 4 .2 7.50 ' incl.ducts&vents - _ Floor Furnace 6.00 Name d oerebanenl �&/ ,) 3) incl.vent t_lL?L_�L!- Suspended heater,wall hoater 600 Job Addr sa0. / 4) or Iloor mounted heater Address �_ls-f- "" Vent riot incl.in 3.00 Tax lot Map No 5) appliance permit -- LotBbck Subdmsion- 6) Repair olheating.refri9• 6.(10 m Nae or rA d b cOolirg,absorption unit . ---- Boiler or comp to 3 HP 6.00 M.iWV Aeae �1OfM 7) aa absorp.unit to 100,000 BTU _ Owner Boiler or comp'o 3 HP-15 HP 11.00 City/Stale Z� 8) absorb.unit to 500,000 BTU Boiler or comp 15-30 HP 15.00 Name �) absorp.unit 1/4-1 million Boiler or comp to 30-50 HP 22.50 Mailing Address �hOf1° t 0) absorp.unit 1-1,75 million - ---Boiler or comp to 50 HP 31.50 Contractor - Gry/sule -- Zip 11) absorp.unit 1,750.000 BTU R„a Thu Air handling unit to 4.50 Na 1 L 9•S(! State Regislralion No. ) 10,000 CFM -- 13) Air handling unit / 7.50 I hereby aduhowledge that I have read this apr*cadon that the hlon vtion gHen is 10,000 CFM + -- conecL that I am to owner or authorized ager,of the o-W.that plans ra txnitted are of Non able 4.50 compliance with State laws,that I arr reolst@red with the SUI@ RuMen'=hoard,tut the 14) — nurnber given is oorrso,(I1 exempt from State registration please give to.hson below). — evaporate cooler Vent fan connected 3-00 3. 00 ___-- - ---- --- -- 15) to a single dud -- - ----- -- ---- ---- ----- 16) Ventilation system not 4.50 included in appliance permit - - - Hood served?by 4.50 1 7) mechanical exhaust - SignaWre(owner«agent) - - -- `- — Dale 18) Domestic type 7.50 _ incinerator Describe work Ll addition alteration U repair O -- — - non-residential � Commercial or industrial 3000 to be done ---residential El _ - 19) type incinerator — E:.isting use of Other i.e.,woodstove,water 4.50 building or properly.__- ----- - 2U) healer,solar,clothes dryers,etc._ Proposed use of �/� 2.00 building or property ---- - — - 21) Gas piping one to four ct,;'cts -_ Type u1 luel- oil [) natural gas I4/ LPG H electric f I- 22) More than 4-per outlet - - NOTICE _ SUB-TOTAL. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON ---- Sin 4%SURCHARGE STRIICTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ -- ---- -=—--- DAYS. OR IF CONSTRUCTION On WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER TOTAL WORK IS COMMENCED -- Special Conditions - Dal"issued - try t G11YOF TIGrAR® PLUMBING PERMIT C PERMIT NO. : PLI390560 rrY0'F`TWARD COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUE-D : 8/28/89 13125 S.W.Hall Blvd.,RC,.Box 23391.Tigard.Oregon 97223.(503)639-4175 +7-pMT .NO. 055f JOB ADDRESS : 1651130 SW 13,5TH AVE TAX MAP/LO'T SUB: PPI] MARY 51 tjl)(L.-A:: I'-'I.lMr-"TNG LT: BK : LAND USE : I.A.111 $TZE : ITEM: NO . NO: W OF-4 K C L A S S : NEW WATER CLOSET TRAP USIE TY1,-'AE: OTHI::.1.1 URINAL UKF:'LUW PAVN'T A CONS I TYPE : 11:44 f.-AVORATOWY 'TRAP PRIMER OCCUP .GRP . BA TUB SHOWER GREASE TRAPS DISHWASHER L;AR13AGI--: DISPOSAL NC). STORIES: I WASHING MACHINE DWELLAINITS : LAUNDRY TRAY BLDC. DPAIN (01A FLOOR DRAIN I SINK SEWER (FT) WATER HEAT EW STORM/RAIN (FT OTHER 6 OF MA"K 5 1.1 . F-5 . A Now SludgilP Pumpi rig 43 tiat J.on 0t.h e I, : r,00f cirasiris 0 FEES : NUnj.-rie�d Sewer-ageAgeoc4 PERMIT' E 1.50 No . First Averiuvii 14m . 302 R Hi I I tq h t-.s r-n OR 971141A FIXTURES $52. 50 PHONE (303) 64131-96?l -, P'Yl s~: TAX $2.63 urHL�P $13. le C 0 N T R A C T 0 R T(: TAL : $68.23 This permit is issued subject to the regulations contained in Title 14 RE f.:E:I PT NO. Ir-1-1 r — of the TMC, State of Oregon Specialty Codes,zoning regulations lo 5- 13-7 and all other applicable codes and ordinances, and it is hereby REQUIRED INSPECTIONS ,agreed that the work will be done In accordance with the plans and spe—Ifications and in compliance with all applicable codes and PL F3 UNDI..'PSLAB ordinances. The issuance of this permit does not waive restrictive PAIN DRAINS covenants Contractor and subcontractors shall have current city 6'L.-H . IT)POUT business tax l,.ermlis This permit will expire and become null and 1: .114AL void it work Is not s',arted within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required Inspections Pie requested and approved P e r nature *Ass Nt-�e!cie.(l Issued By CALL FOR INSPECTION 639—AJ-75 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE P.O.e= 23397 ]31Z S1 Hall 91 CITY OF TIGARD PLUMBING Tigxxi at WW on Registration to co�dud a plumbing PERMIT 63-175 Applicants must hold perty�,edoperator not hif ftoutside help• business or must be property =�US� d d , / r�/' PlumbinµPermit N Address v / D"criptiM QUMI. PRICE MAI ORS 814-21.810 _ job Tax LotMap.No. J - jobFIXTURES - _ 7.50 LDI - Block Sc.+�dvlebn Sink - 7.50 Hess Lavatory 7.50 erne _ Tub or Tu_WStxri+er Cumb__ - liq ss J Shower Only 7.50 7.50 Water Closet _-. Owner l;tty/ to - 7.50 - -. Dishwasher Phone GgeDiarbasPoSSl -_ _ _- 7.50 ------- washing Madwrw _-- --- 7.50 - 7.50 Name Floor Drain _ - 7.50 - Ig y" _S/ Water Heater re - Laundry Room Tray _ -- 7.50 0--- %.50 Occupant City/state Urinal Other Faxkxes(Specity) 7.50` _ 7.50 - 7.50 Gip ss Pt%one _ 7..!;050 Contractor City/State ZIP _ - MISCELLANEOUS City 8o, Tax NTo. 00 - Sswer 1 s1100'' _ fisrvsr ea. 15.00 Addit.t 00' mrsis' � _. tate en a -Re. 20.00 (Resdenbaf) r WalerServbe-1 s1100_ ��- 15.00 tl►d the kdotrnattdn Water Service as Addil?0r tweby ackrowisdge chat 1 have read This apPWatb+ti 30.00 _ given 1s correct,that l am regis(wed with the State Builders 00-rect. d also sit Storm E tiakc Drain t si 100' 15.00 We have a Stats PkoW M kanee that int numbers given xa d Ors Storm 6 P!.in Drrin-AddM.�00_ plumbkV work will be done In s000rdsn00 with apt�i.«... Pry' 25.00 -- Revised StakAes CtMkp4ers 417 and 893 and appkgL40 code,k and that Mobile Norse SPaos 1�^ unless WAneed under ORS an (11 sxogro from Back Flow Prevention rw help wN be sntpby'ed 7.50 Stats regle ratior4 please give rwaon below). CW jos or Ar*43010ion Dene - HOMEOWHERS-I hereby-'Wy that 1 am the owner d�e pr�r�� Trap cx Waite Nd wtwl obwne.at wh>+ch W-*Iic'n I P1 PO"b maks a pkxr&V 7.50 my own use and this pn�*Is nrA being 0onsolic"d Ior sat.lease a rent Carnec1ec10o a Rxkxs -_ 7.50 Catch Bas.^ -- - 40.00 Per Hr. �_- .--------- kap.of ExSa1.PMxrt>irW -.- --- - -- - _.. -- SPeasity Reweered Inw*1*0n1 40'00 Per Hr --- Alter d Pkwfd*V wflhrn 15 00 min --- -- -- -- an Ex38WV 0469 _ r/sw Bldg.a PAINd.Addition 26.00 min, ----- Dale - AlIT110r3QED SKIWrTURE - nr_�n e}1 latm l.Y 15.00 DescnrH work new Q additrcxn(l alMratlon❑ repair❑ cllirl�c___- be done --resldentiel 11 non•reeklenttal F1dstlnV us+of �UbT9TAl bu1kWV or property - Wp of --- --- NOTICE ed is not corm t✓ This pwTng be,", num and void a work w oonawucWn au�u for mlirrad wN k 180 days w M OwWruCl'bn rx wvritlit or sbarxlor a period d ISO("r"a^`a after w+xM w �orrrnerYasrt aMG1A1OONO(T1C)">! - Oau+ ieewrl _--------- P I U M H I N I., P F%P II I CITY OFT167ARD NO. : P! 890 63 CITY�O�FARD COMMUNITY DEVELOPMENT DEPARTMENT 0111100N 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223.(5031639-4175 1)A I r..:. I F-5 1.11:.1) 8 F28/1:39 1`018 ADDPESI:i : 1.6,580 SW 05TH AVE TAX MAP/1-OT SIM: INCINl::.PAT()I14 U(JILD I.M. U l< I-AND USE : LOT SIZE : 11 EM: NO : WOII CLASEi : NEW WATI-J4 CLOGI::1- II TYPE: OTI-11:;*W 114!1:NAI._ !31<r l_i:)W I-iIUN'Tr: i. CONST AI.- COII TYII I F"P I.-A V 0 1:4 A'F 0 P y I PAI I.,P1.MIE I TUR GHOII 21 DI5HWA51I (SAI: BA(.AL- D15POSAL NO. GTORIES : 2 WASHING MACHINE DWELL. UNITS : LAUNDAY TPAY 131LDGAAJ 4AIN ( 131A FLII DPAIN 'i INK tiEWEP WATEP HLAI III F*)T()PM/PA.I.N (FT Ili E 1:1 t I-41:::MAPKri : U . 'i .A. Iiic!irier-ator- Othir-11" : FICIVIO 1.)ibl:) 0 W Uni -Fied P PE M 1:T N $30 Oo E 150 No FA.r•st, AVIIDI-11.110 PlIn . 30P R Fl j.1,:1.M 1:)C, ,,:, 1I 971PIq FIXTUPE5 PHONE (503) 648-13621. L*I*A*T*E: TAX J $1 .50 OTHEVI 11117 .50 0 N T R A C T 0 1111 TOTAL : $39.00 This permit is issued subject to the regulations contained in Title 14 n1--.CE1PT NII TMC,the TState of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances. and it is hereby pr*: P 165- 1 -� 7 agreed that the work will be done in accordance with the plans and II E.:j) INSPECTIONS specifications and in compliance with all applicable codes and PLB . tJNDIz-*P!:iLAI3 ordinances The issuance of this permit does not waive restrictive covenants Contractor and subcontractors shall have current city W-11-1111-1-4N business tax permits This permit will expire and become null and W AT'E.11 L I N r--'. void if work is not started wi.gin 180 days.or it work is suspended or abandoned for a period of 180 days any time after work has II F.1.TOPOUT -ommenced It shall be the responsibility of the permittee to assure F1 NAI all required inspections are requestr--,and approved V, Peltee'Signature Nstind By SEPARATE PERMITS REOUIRED FOR WORK OTHER THAN DESCRIBED ABOVE 'e. P.U.Boot 2--iP7 aU CITY OF TIGARD PLUMBING 1325 gxd CR W BI Apowmft neo hd>ae Oregon ReglWation to coMud a plumbing PEVvI IT 639-475 busirwss or must be property owner/operator not hiring Outside help. ZwL Nary»d ne Developrnl T- --? PlumbinµPermit Nn., SQA Address Descriptlal DUAN. PRICE AMI ORS 814-21-610 Job Tax IAt Map.No. Addrona FIXTURES Subdivision 7.50 i Lot Block Sink - -'-- - 7.50 _ art►e�Or n++^" s+ness Lavatory -- Tub or TuGr'hower Comb. 50 7_ 7.50 () ess shower ONY _ WalerCloset — 7.50 Ownerlite+--- nP 7.50 Dishwasher _ - P1wne Garbage Disposal -- _ 7.54) Washlnq Maclvne -_ 7.50 -- jA1° 7.50 / ?/ Floor Drain ress �_--- --- phones Water Healer 7.50 LaunRoom Tray - dry' GtylState zip Urinal -- 7.50 Occupant rinal tOther Fixtures 0136&0 7.50 - 7.50 U 7.50 7.50 Contractor CMy/SUte ZIP _ _ MISCELLANEOUS30.00 _ City Hue. Tax N0 Sewer t at 100' _ Sewer-ea.Addit.100' - 15.00 ,ute s. 20.00 (Rssrder+tial) Water Service 1 S1 100' _ _ %V&ter Servjoo ea.Addd-aD' 15.00 I t scknowto6p that l have reed t"sppiicatw)n,tW the kttomiaWn 90.00 given Is connect,that 1 am registered with the St.r1e 6uWW5 Board'ande 00nom Storm 8 Rain Drain 1 sL 100' - 15.00 haw a SUN pkrrnL*V license that Ifw 1 rovisions d O e tin Storm 8 P-Jn Drain AdO-100' _ pkx twv wurit wit be 6"In W10"twvo �y and that Mobile borne Spaos 25.00 gon Revised r4skA"Cxapts 447 and 89.'1�vd appNab� no help will be empioyed union kww*d under ORS (M exempt horn Bad k Fow pnevemlon 7.50 :State regbt sbom plea"ghee reason below). Device or Ar*_PcM`Aron Oovics - - do- HOMEOWNERS-1 hereby der*&W 1 am It*owner d Ihekxtaaalkxt/ �,Trap or WaaN Not ecrbed above.M whl0lt k-scion 1 propose W matte a pk+rbft 7.50 , my cwn use and*is pro party is not 1»kV construcood kir"is.lease or rent- Connected to a Fixkxe Catch Hamm - 7.50 40.00 Per Hr. kap.d Exist.PkArr" _ _ -- --.- Salty Kocluested MspOttlons ---40.00 PM Nr — '_--- — ---- _ within aExi@*V Bldg 15 00 On. _ _ Now Bldg.or Build.Ad~ 26.00 min. -- --- Das - AUTTIORIZEO SV_WATURE RalniSilL71e f�� tbm �r D dill ir>3 15.00 oeectibe work new n addition n .sere ❑ 10 be done ----residentialiden—�r7r7 --- - Fxlatinp use of NIS•TOTAL bu4k kV or property 5iiio guprMAMZ s� --- -- c�rgoeed uM d � Ilk _;cT"'t. _ -ZSIJ --- luubl V Or property._ —- --------—--- -- - / 3 (✓' HOME ed M not r�om- Thle pwne beroora nse m and roil I wm*or oononloaon etRrroeir ded or obwbdeiod for mr e.oed wtlhtrt W AeytAr a oeneMrcOm a work is twee a perbd CO leo Rays N ery Mrw arts wort N awrxwerumd WVm 'Ae0offWW8 _ - -- ()*to lenr4q.1 - by 18111I..DTISIG PEPHIT ✓ C17YOFTIGAIRD CITY0F^'T'WAItD PERMIT NO . : 131JU190558 ofmcm COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard.Oregon 97223.(503!6394175 D ATE* 1:"i cit.)E D G 2 0/0`1) .)OR A)DAESS : 3.6560 SW 85TH AVF. Fil: ADW ll:,K!:i RHILDINU, LJ 1�.5 K IAX MAP/1 OT LAND USE: 1 0'11' 5 1 Z E VAI..U AT.;0 N Fj 6 6 :1.00 5E:.TBA('.,K S FPONT : 14EAP: WORK CLASS : Nl-..w DWEL.I... .UNITS LEFT : RIGHT : USE TYPE .' T NDt.I!:1T 1-41 At.. NO . B1k'_.DAOUM5 L.X T W A L.L CONST : GONST .TYPE : T F P NO . HATHS : N S : E W 0=11P.GRP. : 8/1 PR(3'T .OVILNINGi : 0(7,CUP.LOAD IN S : W 'T(ITAL AREA: 1.8000 NO.STOnIES : 6300 ROOF (;ONST : A F IPE PEI ? YES HEIGHT : '?ND : 11700 AREA SEPAR7 NO PA 11:*D: NH BASFEMEENT7 NO 3RD: 01:1("UP . SEPAITe NO 1.110,11 I"_'D: MEZZAN I NU? N(:) BASF.M'T NO ALARM'? NO F-LOOR LOAD 1.50 G A P A I r-*.,. FIRE SPPKLn'? FLOW GPM 11 N') PL.AN CI-4E.(,K 13Y 1:11F MA14KS NFI�iSLJE* OF NO . U . 5 . A. riew Hea(Jwc)rk% 80.3-CHrICI L.A51 11L'-.IS5tjE FEES : 0850 .'50 W ijIjjf-.LecI ':iew*ibrifgeAgency PERMIT NPLAN REVIEW J.r� 9'3 E 150 N(:j . F'j.lq;t Avomnue RM R I-4ill%l3ar-o 014 97124 IFTWE DEF':iT 94,10 .2() PHON;: (503) 640-8621 S'TA'TE:: TAX OTHER C 0 lki-i'.V F L.0 P M E N T C.,H(liRGES : 0 Suit,(STOPM) N T s- 1:)C1, c,TFIELT R I pDr,(# A C PRU.PAID $8 ,32 T 0 la 11)TAL $I ,f356. 40 RE.E;E I PT NO. /* 1his permit is issued subject to the regulations contained in i7itle'14 of file TMC State of orpgrn Specialty Codes. toning regulations 106 /37 and all other applicable codes and ordinances. And it is hereby TASPECTIONS agreed that the work will be done in accordance with the plans aid FOOTING specifications And in compliance with all applicable codes and I FOUNDATION WALL. ordinances The issuance of this permit does not waive restrictive ,,ovenants Contractor and subcontractors shall haze current city l!'-sLA8 business tax petrrift This perm;t will expire and becnmc ni .1 and TILl'--LJP PANELS void it work is not started within 180 days.or if work is suspended or V'RAM ING abandoned for a period at 180 days any time a!'er wri-k has I NSULA I I(IN commenced It shall be the responsibility of the permittee to assure OTHER* all required inspections are requested and approved FINAL Per ptt""9rat."" *As Needed Issued By FALL FOR iNlSvi�CTTON 639-4175 SEPARATE PERMITS REQUIRED FOR WORK, OTH&- 1H#1t,N DESCRIBED ABOVE 'dw jet :)I...IJMBTNG, PLPM1.1. CITYOFTIGrARD cffy&0*F7*W-,ARD FIF-11MI'T NO . PL-090562 weooN COMMUNITY DEVELOPMENT DEPARTMENT I)A'TF-.' IS50ED: 0/,_.<-t/69 13125 S.W.Hall Blvd.P.O.Box 23397.Tigard,Oregon 97223.(1,03)639A173 jOj:.) 161580 4:)W AV': 1-*' ADWOPK5 L.A' : BK 'TAX MAP/L-O'T I-AND USE : 5TZr-.* : NO NO: ITE:M � WI E'n CLOSE'T .1. 141AP woRK CLASS : NEW RN t NS' NAL. V3KFLOWUSS. 'TYI`E : I I-Avopm,OPY TPAP P111MEN CONS'T .TYPE: :I:FP 'TUB SHOWE'.111 G1:1.-'-'A 1 1-A A P L"i MCUP.(;At:) . BA 01451-11WASHEP NE-3 WASH].N( MAOI-CINF' IN (DI6 DWEI.A—LIN I'T'S : 1-61.11NUP" 144AY DPA F 1 001:4 DPOIN 20 1i INK WA,j'[-:*Q (')Y ViF-,-,P 13 REMARKS ; 1j.S .A. now HeAdwork%; 8jilciinq Other : FOUntwin , Pf Drnsi , Wtr f%+1.nrs F E S $365 . 00 0 PF141VIT.1, W Urlifietl NRl" . 0i:.E 1.5 0 Ni:) . R 1-4 J.1.1%1:)0 1"4:11q 9 7 J.P.A F I X'TURE-5 25 PHONE (,Ir)03) 6413-136211. S'TA'TE.* TAX $91 .25 CYTHEP 0 N T r.A orTl TOTAL-: $414.50 NO. This permit is isuued subjbCt to the regulations contained in Title 14 of the TMC. State of Oregon Sperially Codes,zoning regulations lo -5 -� 7 and al! other applicable codes and ordinances, and it is hereby jk:,QLj3j;iED INSPECIAONS ;iqr(-ed that the work will be done in accordance with the plans and PI-13 .UNL)Ecr2 LAB specifications end in compliance, with all applicable codes and pAjjI DPAINS ordinances The issuance of this permit does not waive restriciive 11113(.1c.,14—IN covenants Cont,nctor and subcont,actors shall have current city business tax pen tins This permit will expire and become null and WATEP L..INF- .0io if work is not started within 180 days.of if work is suspended or PLIB. 'TUPOLYT abandoned for a period of 180 days any time after work has r-**1 N Al- commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved UM,,In.4 luor, *At Ntpo(Je(J Permittee S N.— Issued By t-7 / (-' I::C)I-4 INSI'0F'CTTL11N hast-•417'9 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE P.O.Wuc 2a�1 13125 SW 1bU f32 CITY OF TIGARD PLUMBING � WW �, Regisuation to rondua a plumbing PERMIT applicants must hold ' 13 /operator not hirW4 outside help. �� J business a must be property Plumbing Permit Nrt-� of M J --- ownplion 04JAN PRICE Am, e / ()R3 814-21-610 job Tax Lot Map.No. Address FIXTURES 7.50 OloBlockSuterabn Sin►, - / 7.50 7. r»ss 7.50 _ J arse a Warne Tubo(TI,WShC-ef Comb. _ 7.50 _ SD ess S�OM cam- 7.50 - W alor Closet "- _ 7;50 _ amner / le piehwast ww_ - -- -- 7.50 -- phone Garbage Disposal_ --- - -- 7.50 _ Wash_ ng Madwne----- �� 7.50 Name ! /1 Floor Oram -- - 7�� ?•� !L� e Water Healer ress 7.50 sundry Room TraY ZIPUrinal Occupant City/Sca Ole _ 7.50 __ Other Fhctures i:iDlY) _ 7.SO r - 7.50 _ 7.50 sg ass Poona i��Q, ` -�0 �- 7.50 .0 ._------- Z)p [mac- (;cxltractor rYl�1e MISCELLANECUS _ 90.00 _- C,ty Bus.Tax No gewen 1 at 100 ---- - 15.00 A4dit 100' ti*wer-ea. 20.00 a.E a�u3 twte Water Service 1 sb 100 - -- (Reskfenbal) -- -- _ ------- Water 5-vice ea.A6MXD 90.00 1 twouy lxicnow96941,tM1 I hxve read rib III catUoII Board.and alto Slom,&R Vn IN Wn_I SL 100 - given is morrea NSI 1 am regi+iered with 04 State Budder - - 15.00 have a SA&W PkrrnbkV ice^a+'Nut N»m mbers ebla pnCVlakxls Ckt Sloan 8 P!1n Drain AAdit.100' 75.00 pkxnbirq work win be done in a xmrdanos with aF>P sopacabib codes e!d Nut Mobile Hone Spm gon Revised StaI C►uplera•u7 and r ORS dfi�(N ax4a"�^ .r0 tx><sas Iloansed Baric Flow Preventias 7.50 7' no help will be WMIOVb DrDr-AM - Stata reglatrabor,pleass gt'�~aa"'n baba). Devoe or ror.Ant►i'dkA_' f10MEOWNERS-1 hereby oI that 1 ars 11-14 owner d br AnyTraPor WasieNol 7.50 - sai>.d above.at~I w*W,%I pmooes b me"•i � _ - nled 1a sale.No"or neat Cortn+r b•Fubu's my own use and the prmp"is not bei.+4 oonsr^ _-----' 7.h0 _- etch Basin ---- 40.110 PM Nr. -- -. - -- Insp.of Exist.PkonbKV - -- u 40.00 Par Hr cps aary Requested 10 -- - -_ Alear.d Pkxnbing 15.00 min. - -------- -_ an EldlI Bldg -- mil+ New Bldg.or BuNd.Addition -- 26.00 . AUTf10RlZEU SIGNATURE - 117 S: e faith 15,(Q aherallon E] repair Describe warlc new W addition(� _ - �i be dore_- residential(] rnxon'!aa tial _. Extg"use of _ -- _- ------ - .... lrf! buiI Of > " TOTALpfopowd U"(A --- tx)l&v or p94wty-- - F ---- G Is rvA 0I 1-ft,perm baorrnee-A•nd vrld 0*101*of construdb^tl A?X>-*d rnsr osd wlNin 110 do",,N oe natntoYYan a wont M Wapandod or gbwoorwdfor a r.,w d INC dale at arty ane sale wale is m vm--ad W-4C1AL 00Wf KW3-- -- ------------- --- Oa1q ketrerf by - � Q UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY R August 24 , 1989 i i Mr . Brad Roast Chief Building Official City of 'Tigard P.O. Box 23397 i Tigard, Oregon 97223 Re : Durham Wastewater Treatment Facility Building Permit I Dear Brad: As I discussed with Jerri on the phone the other day, there are a couple of items that are lagging behind schedule on our part for the building permit we need to pick up. The dedication of additional right of way on the north end cf the property is in the hands of the Oregon Department of Transportation. On June 8 , 1989 , they sent us a / -- notice ( attached) saying they are working on a deed.. We will get it signed as soon as they send it to us and then send you a copy. The other .terns are checks to cover the Permit Fee of $6 , 858 . 50 , the public improvements inspection and plan check fees of $7 , 101 . 60 and the street light depoF-it of $3 , 500 . 00 . These are in tho process of coming out but like all public bodies otir payment system grinds slowly , so we appreciate your offer of not holding up our permit. � t '1 A representative of our contractor will come in for the permit and would like to talk Ubout inspections and other items with those responsible . If I need to get anything else for you, please let me k:►ow. We will be doing projects at the Durham site for the next three or four years and have really appreciated all the help everyone at Tigard has been to us . Sincerely, Denniiss Li41yV Division Bpgineer-Facilities !eb 150 North First Avenue,ROOM 302 Hillsboro,Oregon 97124 Phone:503/648.8621 1�►eS c`�� CITY OF TIGARID ll � l4 August 22, 1989 ®RECON 4.•-A�.VA- i Unified Sewerage Agency Courthouse 150 N. First Avenue Hillsboro, OR 97124 Attn: Mr. Dennis Lively Dear Mr. Lively: I have received the streetlight proposal and cost estimate for the work along 85th Avenue and have been able to compile the total public improvement permit fee: $7,101.60 Fee fog plan check and inspection �(`� --4'S(.(DU $3,500.00 Deposit- for streetlight installation I(D—"L'Z()(DGS $65.46 Fee for traffic control sign(s) ,410 667.06 Total F_^_ase remit said total amount at your convenience. The check should be made payable to the City of Tigard. Sincerely, ) -'j ""l 1)John S. Hagman Engineering Technician hkm/JOHNI.HKM 13125 SW Nall Blvd ,PO Box 23397,Tigard,Degan 97223 (503)639-4171 -- MMWAMRK is ir=— CE gra Portland General Ek)dric Company TO: City of Tigard •- Department of Public Works FROM: Portland General Electric Company D. B. Haman, 3 WTC-4, (503) 464-8031 121 S.W. Salmon Street Portland, Oregon 97204 DATE: August 16, 1989 DBH-401-89M SUBJECT: Capacity rAddition - USA/Durham Site LOCATION: S.W. 85th Aveniie and Durham Road S,.:ope of Work 1 ) Clear and grada a 5100 Square Foot parcel adjacent to an existing electrical substation. 2) Relocate surpius fill material to install a new cart path on site. Enclosures 1 ) Four prints of proposed grading plan. 2) Four sets of site grading specifications. 3) Outline of this project as per this memo. NOTE: This permit, application is for site grading only. We will be applying for fencing, foundation and construction permits prior- to any additional work. DBH:arim 121 :W 11-n Street,Portland,Oregon 91204 � 1IR Wcpw oEayq� r r°2 ORDER TO RENDER SERVICE/MATERIALS v HIGHWAY DIVISION 9 P, 4NSP0� REQUESTER NAME DATE OF REQUEST L-XPENDITURE ACCOUNT DA-E PREPARED Dennis Lively _ 6/8/89 B5348263 _ 6/8/89 TITLE ESTIMA-ED BEGIN DATE ESTIMATED END DATE Division Engirmeer 6/8/89 _ ORGANIZATION METHOD OF PAYMENT i MONTHLY $J ON COMPLETION a enc Unified Sewerage A _ _ � c� y_ ❑QUARTERLY []OTHER: STREET ADDRESS AMOUNT OF ADVANCE DEPOSIT DATE RECEIVED^ 150 North 1st Ave / Rm 302 _ CITY, STATE,ZIP CODE ORDER PREPARED BY ORGANIZATION Hillsboro, Or r 97124Gar K. Hunt ODO'F 02-1100 REQUEST AUTHORITY SIGNATU n AGREEMENT/PERMIT NO' r..�- i�LETTER []ORAL [.OTHER: x / LOCATION AND DESCRIPTION OF SERVICE/MATERIALS UNIT TOTAL COST ITEM COST Anticipated cost of prepa.rat .on and filling of a deed convetii_ng property to the Highway Division. Estimated Cost : $200.00 Locations Beaverton-Tualatin Highway , M.P. 7 .07 Cc': Frik Ingebretson , Region R/W Supv (Adv-' se District 2A when complete ) fizz. PLS � 1 COOP. U tee, MWF- CMP rUM S of ArP►WM, . GA ll TOTAL ESTIMATE i U 0.U U DO NOT WRITE IN THIS SPACE REQUESTOR CITY OFTIIFARD OREGON June 9, 1989 M. B. Mathe-P Unified Sewerage Agency 16580 SW 85th Ave Tigard, OR 97224 Project: Shops Bldg. Interior, B.P. 891060 16590 SW 85th Avenue Dear Mr. Mathews: The revised plans for this project were reviewed for conformity with applicable codes and are approved. you may get the building permit for the project at your convenience. If any changes or additions will be made to the plumbing or mechanical system, please submit plans showing the changes. Separate permits will be required for any such work. if you have questions, or if we may be of assistance, please contact Us at any time. Sincerely, I P13ns Examiner 13125`W Hall Blvd ,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ------------ - SSMO A99 TUALATIN VALLEY FIRE AND RESCUE "h FINE MARSHALS OFFICE 4755 S.W.Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 • (503)526-2239 May 10, 1989 Margie Largent 4040 Douglas Way Lake Oswego, Oregon 97034 RE: Storage Addition Unified Sewer Agency 16580 S.W. 85th Tigard, Oregon Dear Ms. Largent: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UPC), as amende-i by Washington County Fire District No. 1's Ordinance 86-1. P.l&ns are conditionally approved subject to the following items: 1. Handrails and Guard-rails: Submit. handrail and guard-rail details showing compliance with Uniform Building Code Section 3306, 2. Number. of Exits: With only 1 exit from this area, occupant load shall not exceed 9 people and this ai.ea shall have no other use than the use of storage. UBC Sec. 3302, 3303 & Tbl. '13A 3. Exit Door Hardware: All door, shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UPC Sec. 3304 4. Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestoppi.ng to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 5. Fire Extinguisher Requirements: Not less than one (1) approved fire extingvisher(s) with rating of not less than 2AlOB:C shall be provided for each 1, 300 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the buildinE, shall not Exceed 75 feet. UFC Standard 10-1 CITY OF TIFARD OREGON May 10, 1989 M, B. Mathews Unified Sewerage Agency 16580 SW 85th Ave Tigard, OR 97224 Project: Shope: Bldg. Interior, B.P. 893.060 16580 cW 85th Avenue Dear Mr. Mathews: Plans for this project were reviewed for conformity with applicable codes and are not approved. Clarification or inclusion of several items will be required before we can issue a permit. Those items are: 1. A footing design for the new walls to h�c added in the shop ground floor area. 2. Footing designs for the posts supporting the beams for the second floor storage area. Design load requirtements for the storage floor are 125 pounds per square foot. 3, Design details for the guardrails and stairway handrails to be used in the locations noted on the plans. 4. A floor plan showing the location of both stairways to the second floor storage area. If any changes or additions will be made to the -dlumbing or mechanical system, please Submit plane showing the changer. Separate permits will be required for any such work. If you Lav _ any questions, or if we may be of assistance, please contact us at any time. Sincerely, �'1Jim Jaqua Plane Ex ' ner I 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -------- t � �� o� �� PLAN CHECK APPLICATION cmrorncsaan PLAN CHECK N �� PERMIT N COMMUNITY DEVELOPMENT DEPARTMENT OATS ISSUED 13125 S.!/-f/a B[vd_P.O.00.23"T Tkl+c<O_V_ TAX MAP/LOT — JOB ADDRESS: ti(tl f` �.c %' �---- LAND USE: -- - SUB: VALUATION: SPECIAL NOTES OWNER f REISSUE OF: NAME: '�� LAST REISSUE: _ __-- ADDRESS: FLOOD PLAIN/ SENSITIVE LAND: PHONE: rr" APPROVALS RFQUIRED PLANNING: - CONTRACTOR ENGINEERING: NAME: "'i%�S%�' 2�5��"�R FIRE DEPT _ ADDRESS: OTHER ITEMS REQUIRED PHONE: { `' '`"7 LIST/SUBCONTRACTORS: _ BUS TAX: ARCH/C--Nf3P~ CALCULATIONS: _ -- NAME: _ • r 7 TRUSS DETAILS: _ADDRESS: �; �' �'�� r PARKING PLAN: - LANDSCAPE PLAN: — _ OTHER: PHONE COMMENTS, —__,--- DESCRIPTION AMOUNT AMO 11NT PD. BAL. DUE PERMIT N ACCT b _ 10--432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees -_ 10-431 01 Mechanical Permit Fees 10-2.30 01 State Building Tax Building Plumbing Mech 10-433 00 Plans Check Fee Building Plumbic"3 - Mech 30--202. 00 Sewer Connection -- - - " 30-444 00 Sewer Inspection 51-448 00 Street System Dew Charge (SDC) 52-449 00 Parks System Dew Charge (PDC) 31-450 00 Storm Drainage Syst Dew Chrg (SCPUC ) _ - 10-2.30 09 TRFD 3i 10-230 OG Washington County Fire M1 (95X) -- 10-220 00 Amart/Wedgewood" > - 107 M REC b ' = _ Cj�2,zC'1 Ati}i 11;(iNl siGNATURE 1:ece i wed By: c ' t_l Date Rece cn/3587P/18P CITY OF T117ARD OREGON March 29, 1989 Bruce R. Willey CWC-HDR, Inc. 300 Admiral Way, Suite 204 Edmonds WA 98020-4127 Projects Durham AWWTF Hear Mr. Willey Plans for this project have been reviewed for conformity with applicable codes, and are approved. Permits may be issued for the project when we have reviewed and accepted the revisions to the Headworks Building entry landing details and the Primary Sludge Pumping Station ventilation system. A list of the permits and their respective coats is erciosed. If you have any questions, or if we may be of assistance, please contact us at any time. Sincerely(, Ja a Plans EkAminer I 13125 SW H011 Bwd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- - -J ® ` FIRE MARSHALS OFFICE Washington County Fire District No. 1 ® City of Beaverton Fire Department Tualatin Rural Fire Protection District T 4755 S.W.Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 Phone (503) 526-2469 January 11, 1989. Bruce R. Willey HDR Engineering, Tnc. 300 Admiral Way - Suite 204 Edmonds, Washington 98020-4127 RE: Durham Advanced Wastewater Treatment Plant 16580 S.W. 85th Avenue Tigard, Oregon Dear Mr. Willev: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (URC) , Uniform Mechanical Code (UMC) , and the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1 's Ordinance 86-1. 1. Exit Door Hardware: All doors shown on the drawings must be openable + from the inside for immediate exit at all times without the use of a key, special knowledge, or effori_, (UBC Sec. 3304) 2 . Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall. be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any leaf must not require more than one operation. (UBC Sec. 3304) 3. Landings at Doors: There must be a floor or landing en each side of all doors. The floor or landing must not be more than one-inch lower than the threshold of the doorway unless serving access for the physically handicapped. (UBC Sec. 3304(h)) 4 , Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunction with the "nstruction or occupancy of this project must be approved by .derwriters Laboratories, Inc. or oth--r nationally recognized testing agency and installed in accordance with the testing agency's specifications. (UMC Sec. 502) 5. Piping: All piping used for transporting chemicals and other hazardous materials must be labeled in accordance with ANSI Standard A 13.1 "Identification of Piping Systems, Scheme for the" 1975 Edition. UFC 2.303B I Bruce R. Willey January 11, 1969 Page 2 6. Storage Tanks: Tanks containing hazardous materials such as chemicals, flammable or combustible liquids, etc. stored within buildings must be labeled not only on the tanks but on all exterior doors leading to the storage area. Labels must conform to UFC Standard 79-3 for size and color and must be affixed to tanks, vessels, containers and doors so as to be conspicuously visible at all times. 7 . Smoke Detectors: Each single system providing heating or woling air in excess of 2,000 cfm must be equipped with an automatic shut-off. Automatic shut-off must shut down the air moving equipment when smoke is detected in a circulating air stream or as an alternate when smoke is detected in rooms served by the system. Smoke detection must be by a smoke detector installed in the main circulating air duct ahead of any fresh air inlet or installed in each room or space served by the return ai.r duct. Activation of auy detector must cause the air moving equipment to automatically shut down. We recommend utilizing photo electric detectors for this purpose. B. Fire Dampers: Fire dampers installed in rated walls must be readily accessible fo-- servicing. Installation instructions ror fire dampers must be kept on the job site for use by building and fire inspectors. 9. Exit Signs: Illuminated exit signs must be located where necessary to indicate the most direct means of egress to the exterior. 10. Hazardous Materials List: A list of all hazardous materials must be submitted to this office prior to the storage nr handling of said products. 11. Inspections Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (iJBC Sec. 305) 12. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 13. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) s Bruce R. Willey January 11, 1989 Page 3 SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY A1•PROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE !.7fTTEN AUTHORI7,ATT_ON OF ':IE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. APPROvAL OF SUBMITTED PLANS IS NOT HN 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 feel free to contact me at 526-2519. Since -ely yours J h K. Dalby Deputy Fire Marshal JKD:kw cc•: Tigard Building Department Unified Sewerage Agency 150 North 1st Avenue - Rm. 302 Hillsboro, OR 97124 Attn: Dennis Lively i [:1T•y qF TIGARD - R-zCEIPT OF PAYMENT RF.0 NOt 00102203 CHECk' AMOUNT t 837.9.65 'aCi01C Y CAhH Amut r t •00 I'! '.i"I fI0FTl1 FIF£rT AV[ PAYMENT DATE t UI-1�-09 IXl rrl1 F; HLOD*. NOlADDRt OP 97114 16380 SW 857N AVE AMOUNT FAID PtlRPOF,E OF PAYMENT ---- AMOUNT PAID ------------------------ - TUA!ATIN FIRE DIST ADMIN CH -3, 173.20 I TCITAL AI1CUNf PAID - - - 6.32",'•t'c' •r I! PLAN CHECK APPLICATION CiWOFT�(7A PD CETYOFTWARD PLAN CHECK b COMMUNITY DEVELOPMENT DEPAr.'."SENT OQEOON PERMIT N - •J+75SwIW IAW P.o.9,=73397,rgwd•Or gm97 (5W)&W-41:-75 / DATE ISSUED �`—_-- JOB ADDRESS: / ,� =�� 1 J �.�'_ - TAX ' AP/L0T ,::? -;/-/ OO SUB: LOT: LAND USE. _ _, - — - VALUAIION: — _----- OWNER SPECIAL NOTES NAME: L.J C /� REISSUE OF: IV 111 C-.>1 ..__l�l�\�//Z/\Cv r. /-�:_� -_rV ADDRESS: o I _'Sy /`I rs Y H 1=��c i r /�✓r_ �-• �� LAST REISSUE •, i , r� Z _.� -? y FLOOD PLAIN/ 14 SENSITIVE LAND: APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: 1�, c� n ENGINEERING: _ ADDRESS• FIRE DEPT - OTHER: PHONE: - -- ITEMS REQUIRED -"- I-IST/SUBCONTRACTORS: — _— ARCH/ENGINEER BUS TAX: —_ NAME: f-4 Z--'> CALCULATIONS: ADDRESS: "7,31<71-0 /�.t�. L� �'•- ��"- �'� r� TRUSS DETAILS: PARKING PLAN: LANDSCAPE PLAN: --- PHONE- COMMENTS: HONE COMMENTS: — --- —�- --- PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL . DUI � _ 10-432 00 Building Permit Fees -- _ 10-431 00 Plumbing Permit Fees -- -- - -- _ 10-431 01 Mechanical Permit Fees - 10--230 01 State Building Tax (5%) - - - -- Building Plumbing Mech ------- 10--433 00 Plans Check Fee -- -- Building Plumbing Mech _ _-- 30 202 00 Sewer Connection --_. - - -- - --- 30 444 00 Sewer Inspection - - 51 440 00 Street System Dev Char•ar± (SDC) 52 -1149 01 Parks I Sys'-um Dov Charge (PUC) 52. 449 02 Perks 11 vstem Dev Charge (PLIC) 11 O() Storm D—i. ^ust DUv Cht-13 (GGDt') 10 230 09 IRFD 10-230 06 Washington County Fire #1 (n5%) -_ -- - 10-220 00 Amart/Wedgewood __-7737 -- -- -- TO I AL REC N APf'LTCANI STGNA'1URC � a, Revv i vrd Ily PLAN :HECK APPLICATION CITYOFTIGrARD �L � � PLAN CHECK # /.� - 3 S C0MMUN11Y DEVELOPMENT DEPARTMENT 001100114 PERMIT N "'`�!1 ss 70 c v- 1312s SW HO Blvd. P.O.Bm 2mv7.Tipe d.Oregon v22J(5W)6394175 DATE ISSUED __— JOB ADDRESS: / 7 _S -/ � ' i� ✓£ TAX MAP/LOT : !'i n 17) aUB: LOT: _ LAND USE: - VALUATION: OWNER SPECIAL NOTES L-��y�t i =r, C c�. �Z/ty ` �. " REISSUE OF: NAME: — ADDRESS: 1 _� CU /,I,yLTH LAST REISSUE 1-a 5 a iL a `2,J ' y Fl-OOD PLAIN/ .%. SENSITIVE LAND: PHONE: 7 't� %L — �--_,� wNJ N APPROVALS REQUIRED CONTRACTOR / PLANNING: L u-,�V-QI NAME: —_ ENGINEERING: ADDRESS: FIRE DE'T OTHER: PHONE: ITEMS REQUIRED LIST/SUBCONTRACTORS: ARCH/ENGINEER BUS TAX: _ NAME: _ N 1t '--n.�'n, - CALCULATIONS: ADDRESS: ��.�.-� �s �/p� - 1 TRUSS DETAILS: PARKING PLAN: _ —_ w,onvin LANDSCAPE PLAN PHONE: -2 0 91 OTHER: _-- �,� COMMENTS: _- — PERMIT N ACCT q DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10--432 00 lluilding Permit Fees '�3 _ 10-431 00 Plumbing Permit Fees —,- 10-431 01 Mechanical Permit Fees --..•--- 10- 230 01 State Building Tax (5X) Building Plumbing _ Mech 10 -433 00 Flans Check Fee u Building Plumbing _ Mech 30---2.02 00 Sewer Connection - 30-444 00 Sewer Inspection _ _---- — 51--448 00 Street Sy3tem L'cv Charge (SDG) 52--449 01 Parks I System Dev Charge (PDC) __- 52-449 02 Darks 11 System Dev Charge (PDC) _. 31--450 00 Storm Drainage Syst Dev Chr•9 (SSDC) _ �_- 10 230 09 TRF[1 - 10-230 06 Washitiyton County Fire N1 (95X) 10--220 00 Amart/Wedgewood �z9 TOTALS REC v 277Zc>3 APPLICHNT SIGNATURE — Received fly : --- 1),+to Rvcvived, __1122.3'122.3r8c$----- ht/3597P/18P WX W1 X IF CWC-HDR Suite.204 Telephone: HDR Engine ring, Inc. 300 Admiral Way 206 774-1947 Edmonds,',Washingtor. 98020-4127 December 20, 1988 00039-020-002 Mr. Brad Roast Chief Builling Official. City of Tigard P.O. Box 23397 Tigard, OR 97223 Re: Expansion of Durham Wastewater Treatment Facility Review of Plans and Specifications Dear Brad: Enclosed for the City's review are the fallowing documents pertaining to the expansion of the Durh,un Wastewater Treatment Facility: �V�� 3 Sets of Plans 2 Sets of Specifications 1 Set of Structural Calculations H D R I contacted Washington County to see if they need to perform a review of the electrical plans and specifications. They said they do not. Our preliminary cost estimate for the applicable structure and sitework elements of the project is $3.1 million. We have not included underground pipelines and wastewater treatment equipment in this estimate. A breakdown of the cost cslimate is attached. To coordinate the fee for your plan review, please contact Dennis Lively at the Unified Sewerage Agency (648-8621). Oir schedule on this I,rojcCt is tight. We intend to begin advertisement for bid in early February, rcc.c:ivc bids in late March and begin construction by May 1. Canscqucntly, a timely review by the City would be greatly appreciated. If you n.ed additional information or have any question, plcasc call me at (206) 453- 1523 to expeuitc matters. Also, I would be glad to meet with you at any time to rr.vicN%, the project. Very truly yours, CWC-HDR, WC. er J Bruce R. Willey cc: Dennis Lively - USA Mike Mathews - USA ESTIMATED-CO T OF APPLICABLE and STRUCTURE iS TEWORK E1,E-MEMENTS. ITEM CQ T Sitework JL`S S $ 52,300 Clearing, excavation, backfill 22,100 Sprinkler irrigation 24,000 Landscaping 28,900 Fencing 195,900 Paving/sidewalks 10,000 Site lighting 33,000 Miscellaneou 366,200 Sitework, subtotal Raw sewage pumping station Not applicable - equipment installation/rehabilitation only -0- Raw sewage pumping station, subtotal Headworks 28,100 Sitework 1,325,600 Concrete (cast-in-place and precast) 11,400 Masonry 11,700 Metals 66,800 Thermal/moisture control 9,0( u Roof accessories 47,600 Doors/windows 10,500 Finishes 2,500 Specialties/furnishings 47,900 Plumbing 20,000 HVAC 115,000 Electrical 170.000 i Miscellaneous 1.866,100 Headworks, subtotal Primary clarifier/primary sludge pumping 50,000 Sitework 575,700 Concrete (cast-in-place and precast) 25,000 Metals 21,000 Thermal/moisture control 5,000 Roof accessories 4,000 Doors/windows 2,000 Finishes 5.000 Plumbing 5,000 II V A C 60,000 Electrical 75.000 Miscellaneous 827,700 Primary clarifier area, subtotal ■ Secondary clarifiers/chlorination facilities Not applicable - equipment rehabilitation only Secondary clarifier/chlorination area, subtotal -0- Surge basin Sitework 2,300 Concrete structures 52,200 Metals 7,000 Moisture protection 2,300 Miscellaneous 6,400 Surge basin, subtotal 70,200 Odor control Not applicable - equipment installation only Odor control, subtotal -0- Project total '3,130,200 I i i j I or inspect ions cal 1 639-4 175 7 - 7 CITY OF TIGARD 639.4171 DATE BUli_DING PERMIT TAX MAP —LOT NO. SUBDIVISION P.O. Bo : x:3397, Tigaru OR 97223 ,S " A�,C JOB ADDRESS OWNER� _,EXP.DATE BUILDER .__ '� Khr/t 2 �. ` tC STATERE,.NO. - BUILDER'S PHONE '�q 3 -Y� Z tI FSS NYA /� PHONE OTHER_ ARCNITEL` / ❑ OTHER L7 DEMOLITION STRUCTURE ❑ NEIN REMOpEL 11C)AOOITION ❑ REPAIR MOVE (] RESIDENCE COMM ❑ EDUCATION ❑ IND (3RELIGIOUS ❑ACCESSORY [] GARAGE C3 OTHER ❑ FENCE 1 BLDG.TYPE LLQ_FIRE ZONF':`�' PLAN CHECi(BY OrCl1PANCY LAND USE ZONE - SEWER PERM:T� /��j2� -- -- -~ `VALUE ( C OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA - No.BEDROOMS— _r-_ LEFT SIDE RIGHT SIDE BUIUANG DEPARTMENT SET BACKS FRONT Permll / I THIS PERMIT !S'SSUED SUBJECT THE REGTILATIONS CONTAINED IN THE BUILLHNG CODE, ZONING REGULATIONS A, -S ALL APPLICABLE CODES AND ORDINANCES,AND IT IS 1IERE'!tY AGREED TNA'( THE Pta^CtNck WORK WILL B DONE IN CODES AND CE WIANCES. THEHE NSSUANCE OFS AND TH ( FTNIS PENMTIONS IT DOES D IN (NOT LWAIVE WITH ALL APP PI.CAL Fln RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CU ARENT CITY BUSINESS TB. TAX PERMTSEPARATE PERMITS REOUIREO FOR SEWER.PLUMBIIIG AND HEA7'NG. State Ta, _—.-- � SDC - --- - - -- - _--- -__ Total — APPLICANT DN i FNT POCI _ - - PHONE Prepd. ADDRESS - - - - - Rec�ylpl No Bal.Due —.— Iaaued 0y—_- --Approved By.- ---- --- - -- ----- SSDC soc P 0 C ---- /tlle. ,�� / T1 SEWER CONNECTION _ S SEW"R INSPECTION SEWCR SURCHARGE — SIPs � -'repot' v - m%---4I"s M0"�(j Mt— t 0' r'' �,.. y ir�kf `4 ►�(n ► ,,(( `{�? y►,�' `4G1 j�► IA'i';[�� .•k lid 'f., ...�_.�.�.u...,,..'�..'��.`...... . .. .......�.......-,....,..�..�.� _. _. seat- �Y' r, CATE OF OCCUpAivCy f ; , E CITY OF TIGARID { t +rOREGONj Chvrter: Unified Sewerage Agency Permit I\o. 4267 �Vft L Address: 180 SW 85th 65 c Building Address: SAM t `I Occupancy: B-2 Land Use Zone: I-P Bldg. Type: Comments: _Construct addition to existing_ffice area Certificate is hereby given this 16th day of January , lq 85 1> 1 thut said building may be occupied and that it complies with all a requirements of the Building Code for the City c Cigard, as approved by the Tigard City Council. I � ' 011 i Fire Dept, `jiL'Vg inspector s Y H aldingOfficial Pont Certificate in Conspicuous Place F, ►- - i �!too�� Mk— ,fir/, �y i n1 nF pgy$, `•�'.,�,,v '�,' .per�' 1�.7�. ;1h �_ ��h�„- �ir� ;..�. ,}�'.' M�:��`� '..ef�k. '. "y.��'�'`..v8'''''�� "'Y T'��"� l�Y r M�'•�^*+. INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection ��•C�( ' s _ �^-�� Date Requested l _ Time — A.M. P.M. Address U S �r^> " Permit 1�- Owner_ l/�%�1�, Lot # Builder The following Building Code deficiencies are required to be corrected: 'of 67 c� i[ L i r Presented to _ ❑ Approved Inspector )f Disapproved Date CALL FOR Pt INSPEC770N YE.. ❑ NO "MAIL December 109 1984 CITYOF TIFARD WASHINGTON CCOU Mr. Glenn Miller H.D.T.V.N. Arch. 215 Northwest Park Avenue Portland, Oregon 97209 RE: Addition, Unified Sewerage Agency 16580 SW 85th. Dear Mr. tiiller: 1984, the requirements of ti►e I As per our telephone conversationuire of De offpember liance with section 3305 (g) (1982 corridor (Hall-7) shall not req for 1 hour construction. State Structur�+1 Specialty & Fire Life Safety Code) This is based osl the following: area l not be 1• *The occupant load from the thiseCarearihas ( se/parf to exit st Alexterior added to the corridor through Hall (15))• 2. *;supervisor Office (1) i.ae exit to exterior, occupancy load not to be counted in corridor load. 3. The Training room (8) shall have a occupant load calculated at 20 square feet per occupant (which equals 26 occupants). of corridor 4. The existing fire door at end or Q°nneoted with H lvided withasmoke shall be maintained self-closing and shall b_ p ' gasket. deviciE.s for exterior exist door from laboratory (13) shall ' 5. Locking comply with ser_. 3304 (c)• s than 30 compliance with the above shall maintain 8requi requirement ofload a 1 hour corridor p thus elimina .ing persons in Hall (7), system. If you have ary questions please call 639-4171 . Sincerely, --I ., 16 Brad Roast BtAiding Inspector (BR:cz/0851P) cc: Gene Pir:hill T.R•''•D- * See 1982 edition I.C.B.O. Application/interpretation manual. 1275`;.S W ASH P.O. BOX 23397 TIGARD,OREGON 97223 PH 639-4171 — 1 t� Hanscn Dunahugh VMvoda Thompson Nicholson AIA pc Architecture Urban Design Environmental Planning 216 NalAweal Park Atnttw Portland.Oregon 97209 Phone:15071 7210110 LETTER OF TRANSMITTAL TO ��._ T DATE GV� _5 I– —__ JOB iL�NAME ( -- 'hjA _ ATTENTION. RE: GENTLE MSN. �— %r VE ARE SENDING YOU AATTACHED ❑UNDER SEPARATE COVER VIA — -THE FOLLOWING ITEMS: 1.J SHOP DRAWINGS ❑ PRINTS MPLANS ❑SAMPLES ❑SPECIFICATIONS ❑ COPY OF LETTER ❑SUBMITTAL DATA ❑ CHANGE ORDER ❑OTHER. cnertf 11.110AN. DESCRIPTION - ) i10 I THESE ARE TRANSMITTED AS CHECKED BELOW FOR ACCEPTANCE ❑ FURNISH AS SUBMITTED C J� RESUBMIT _ COPIES FOR ACCEPTANCE 'FOR YOUR USE ❑ FURNISH AS NOTED I_J SUBMIT COPIES FOR DISTPIBUTION ❑ AS REQUESTED ❑ RETURNED FOR CORRFCT;ONS ❑ HE TURN CORRECTED PRINTS FOR REVIEW AND COMMENT ❑ REJECTED SEE REMARKS FOR 91DS DUE 19 U PRINTS RETURNED AFTER I.DAN TO US H�MARKS __ -- -. - --- - ----- - —-----— --- - - -.._—..---- COPIES TO -- --- _ — ----- ----- IF ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE A/Y\ COPY FOR SIGNED "` ., i EX/5 /AAS SIAM-WALK cp Il� � H N pRCHI� IS p1A FC .A NI N i x N N N N N 8$ LTf1l L, !�tGlNG :SCF F1hG C4 V y T+ ► Yo W-A N cdxe F— 5' 1 1 11/28 f 8� .D.M.ZJVELY 1 1 5, i I I I - 1✓X erl Kit,GUrl_$ I INSPECTION NOTICE { i City of Tigard Building Department { 12420 S.W. Main St. I Tigard,Oregon 97223 Phone: 639-4171 EType of Inspection T 111;)L_ Time — A.M. X P.M. Date Request/ed,___-- Add ress _L1�_�_-_-- J— �� =r Permit # Owner _____—_._— Lot # _ 1 I Builder The followii:q Building Code deficiencies are required to be corrects I -- 1 -7_ Presented to [Approved Inspector _ — ❑ Disapp.oved Gate CALL FOR REINSPECTION ❑ YES &NO tu'alatin Fite District InspectlOrl 8405 S.W. Elligaen Road Tualatin, Oregon 97062 Phone 6821801 '.v' Address_ ) �1 1� E3uild�ng Name_.� — ' Purynant to Sertion(s) of adopted codes, the following item(s) require correcting: - 42 � __� � .moi-� _�--X�._.... _L�.__�-`�--t� -- 1-- '--�-�----- .:y,.•a�,..�:.�Q_L rZ7-F ._S C'.ALI. FOP RFINAW:C;TION OR INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone:1639-4.171 Type of lhspect;on _ • � Yl 4Z*AW Date Rsauested__ —-— �� me . P.M. j Address L> O --__ Permit # 1 { —��--- ` Owner I�i.�. ltiYr_L� 2 i — Lot The following Building Code defiaern;ie: arsrrequired to be corret'ced: l Presented to __ __ Aporoved Inspecto, ,�I� Disapproved ___—_ / l Date -- - - –/ Y CALL EOP REINSPECTION [� Y':S i`I NO w Or ff INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 f Phone: 639-4171 I Type of Inspection — — Date Requested. — Time A.M. _P.M. Address � Permit #110 Owner _. —_ Lc # Builder -- — — —.�----- -- i The following Building Code deficiencies are required to be corrected: Presr:nted to __— Approved Inspe-'or —_--_-___ I Di!-pproved Dai^ — ---- f i CALL FOPRREI PE/CTION 1 :7" i (o I BUILDING FERMIT APPLICATION TIGARD DATE 19b4 486? - _- — 1 HE UNDE SIGNED HEREE'v'APPLIES F')R A PERMIT F OH TF,E WORK HEREIN INDICATED SHILDEH PHOwE 224--� I0 OR AS SHOWN AND APOROVEO IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER DRONE ___ �•�-l� LOT NO._- OWNER l.uifie.i :iQWCr_—a� - -ARCHITECT-- - ENGINEER DESIGNER t:)t%Li Miller _— BUILDER ADDRESS STRUCTUR►:_ _❑ NEW ❑ REMODE_L_ DSADDITION F] REPAIR C7 RENEWAL ❑ FIRE DAMAGE _ ❑ DEMOLITION RESIDENCE ® COMM ❑ EDUCATIONAL CJ GOVT ❑ RELIGIOUS [I PATIO F1 CAP,PORT 0 GARAGE ❑ STORAGE ❑ SLAB❑ FENCE _ _ PLAN CHECK BY —K—'IW HV-1 OCCUPANCY _ 8-2 -LAND USE ZONE _ __BLrG.r.,Pi. !4-- + -FIRE ZONE —_, Construct eduitioz to exiaCinL�c � All per unurarlsa — plans ai►c' t;o .P��c tit�I�N°taCB. __—. -- SEWEP PERM'o"NVALUE----- OCC.LOAD FLOOR LOAD (t"iC. HFIGH'f r.+ NO.STORIES 1 _ AREA Ie+ h N0.BEDROOMS _ 14U.11Ul.1. jBUILDING DEPARTMENT—! — c FROidT —REAR — LEFT SIDE HIGHT SIDE SET BACKS —;�; 11.L: tW Permit 533.00 THIS PERMIT IS ISSUED SUBJECT TO THE RE:iULA;:^NS CONTAINED IN THE BUILDING CODE,ZONR�G REGULATIONS AND ALL APPLICABLE CODES AND 7RDINANC%S. AND IT IS HEREBY AGREED TH:., THE Plan Check III 34b.45 WCHK WILL BE DONE IN ACCO'1DANCE WITH THE PLANS AN.) SPECIFICATIONS AND IN COMPLIAN1'E WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE 3l7tTtC18t— e► 133..a RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE '':URRPNT CITY BUSINESS LICENSE.SEPARATE PERMffS REOI:IRED FOR SEWER,PLUMBINr;AND HEATING. State Tax 13.33 — 5bi .. .� 10260 3 SDC— — Total --- �PDC# APPLICANT OR AfiE�l7 By CN ,,,t: 25u.U11 ? �r�, �� i, i 1_ 11 �' , 'E 1: .-- ------- - -- 1 Receipt NO. r �'��Z ADDRE88 I I PHONE Approved Pu. 4-30-64 $41P. $546.31 i } .i PLUMBING DATE REMARKS _ ----- - DATE INSP. TYPE INSPECTION-� �_ Corl-ctor -_ Rough in 7 ' �j / • - — rcI n mol HEATING i �I/�Z�� Q� . ::bK�... --- - ---• Permit Nn..l1 loll rn q la �i.E r'� ._ ----.'-- i Roughin Final -- r;��d� �`!A. -•---- _.� ,SEWER Final —' - DRIVEWAY ------ -- -- — Final -- — --_-_ — --- Storm Drainagr - -_r �_ ------ — (Rein Drain)(incl Sidev&,!k — "�— Curb&Street Final ---- - Approach -- r ?nTIt:ICATE OCCUPANC" Final — �,pG.DEPT.f•'rNAL TL::IPORARY I ��---------- �CERTIF•ICA7C OCCLPANCf Landxnu�nq I t ".nn' ;1 1 ,t;. 1 41IIIIII(KRIKKII - __ E Jung! 5, 1984 Mr. Ed Walden Plans Examiner City of Tigard 12755 S.W. Ash Tigard, OR 972.23 Dear Mr. Walden: This letter is to confirm that our office did in fart receive a copy of the letter addce-�sed to you from Gene Birchill of the Tualatin Rural Fire Protection District dated May 1, 1984. Included in his letter was a list of items in which we were in non- compliance of applicaF,le codes regarding the Durham Wastewater Treatment Plant Service Building remodel and addition. I would like you to know that we have made the necessary changes in order to comply with these codes, and construction should begin in the near future. I trust there will he no further alterations necessary in order to obtain a bir;lding permit. If you have any questions, please don't hesitate to call . Sincerely, Glen A. Miller GAM/kb I i i ' Hanson Dunahugh Vai%oda Thompson Nicholson Architects AIA pc•ArChlteeture Urban Design;_nvuonmental Plamur.g• Membe,s American Instduta of Architects•Russell K Hanson David W Dunehugh Edward Vaivode Jr Robert L ThompsonLa D Nictiolson HOVTN Architects AIA pe with oitices at 215 Nor4hweet Parlr Avonns Portland, Oregon 97109 • 'telephone: (a03) 224.01/0 r APPLICATION TIGA�?� DATE X19—L BUILDING PERMIT A THE UNDERSIGNED HEREBY APPLIES FOR A PER1AIT FOR THE WORK HEREIN INDICATED BOUVIVyD �N PHONE OR AS SHOWNXNO APPROVED IN THE ACC OIfPANYING PLANS AND SPECIFICATIONS. LUT NO y4ill p;vNF.R JOB UDRESS �� AIiCHITECT — ENGINEER /_ SUILGER ADDRESS - DESIGNER ,(f[,•1 STRUCTURE ❑ NEW ❑_REMODEL,,�� AODI_TION ❑_ REPAIR ❑ RENEWAL !] FIRE DAMAGE ❑ DEMOLIT10r ❑ RESIDENCE OM?M ❑ EDUCATIONAL eOV'T ❑ RELIC- s ❑ PATIO ❑ CAR PORT ❑..�aE G STORAGE ❑ SIA�B❑� FENGI �--z� _ Y �/ r4. HEKVA:_ —._-- LAND USE ZONE /—� -BLDG•TYPE / FIRE ZONE---PSN CHECK BY _ C]i:%ii?ANC`! �-_ — !---------- rV SEINER PERMIT w OCC.LOAD FLOORLOAD�G� HEIGHT,°&t NO.STORIES AREAAS 140.13 DROOMS Vh.LUcJ DGA3 BUILDING DEPARTMENT — SET BACKS FRONT �-� RE• AF .�� LEFT SICE '— _ 111G—� - -- ILFI,irrnit S3 i 10 THIS PERMIT IS ISSUED SUBJECT TU THE REGULATIONS CON.i.INED IN THE Bil1LDI:VG CGDE,7Qf1:!I; RF.GUL/iT10N5 AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS N. ..REBY AGREED THAT TH WORK WILL BE DONE INACCORDANCE WITH THE PLANS AND SPECiFICA'i1UNS AND IN CDiAPLIANC WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PrRMIT DOES NOT WAN (/ COVENANTS.CONTRACTOR AND SU9 CONTRACTORS TO NAVE CURRENT CITY BUSIf:eS Sub-total �_ ESTRICTIVE COV LICENSE.SEPARATE.PERMITS REQUIRED FOR SEWER,PLUf.16.TJG AND HEATING. State T --L Total __ �� APPLICANT OP AGENT PDCu c,(' 2 2 e1 011 C, ey �'I fJ r,t�__ C - (ieceipt No. ADDRESS q PHONE n { SDC - S'x G :' s' 33 �'- sy— l PDC_- SEWER CONNECTION_3-__'_��---- ;EWER INSPECTION rr- SEWER --- -------------- CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 / RECEIPT DATE:—_�. _ "tel — AMOUNT: DOLLARS / NAME: �? GASH: (HECK:2_ ' ADDRESS:— -- -- M.O.: --- 0 OF FOR: ,_ — ---- ACCT. # PERMII8 SURCHARGE _AMOUNT SEWER BILLINGS 40-364 _ S_ BUSINESS LICENSE 05-331 _— PLJMBING PERMIT 05-332 -- MECHANICAL PERMIT 05-332 - --- - _ BUILDING PERMIT 05-3)3 - - ---— -- SEWER CONNECTION 40-363 — SEWER INSPECTION 40-305 --- SYSTEM DEV.CHARGE 25-366 _ PARK DEV.CHARGE #1 30-367 -- PARK DEV. CHARGE #2 30-368 — - ZONING ADJUSTMENTS 05-362. TOTALS RECEIVED BY: — PERMIT NUMBERSA$310NID- Amount I Number a"r� Unt Humber Amount Number - $_ S - R!CFIPT • 18 t 15 n f � lUfl �flll �l RU � � t P R Ritifl MMIN P.O. BOX 127 • TUALATIN OREGON 97062 • PHONE 6811-2601 UNIFIED SEWAGE AGENCY SER BLDG ;lay 1 19811 16580 SW 85th Tigard, Or 97223 8866- 1 354A-07 -000 Dear Mr Epi Walden, 2) This is a Fire and 1.y Fe Safety Flan Revie-w and is based on the 1982 edition of the State of Oregon Structural Specialty Code and Fire :and Life SaFety Code (U13C ) and the 1932 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UriC ) and local ordinances 1001 ) This structure is being exami,ied as a one--story Type 1 � 1 1-hr structure, housing a Group 13, Division 2 occupancy 11 ) Exit corridors require sept- ration from an-4 other area by one- h( ur fire resistive construction. U8C Section 3304 ( 8 ; . 1002) The secretarial pool area is also part of the exiting r3r- ridor which i:, required to be 1--hr. fire resistive const-ruction 12 ) DooT assemblies of interior openings to coT ^ idors are required to have a fire resistance rating of not less th= I 20 minutes a?,: mus* he :elf-closing ar av}onatiC cloying Relights in corridors require uired glass, set in fi ► ed steel framina. See 1979 State Structural Special `.4 Code, S9ction 3304(h ) ' Doors numbered 14 are also required to be 20-rinute Toted doors, in the secretarial /office area ll 1 ) Hardware for all doors required for esress is required to be c,f a simple type having no prnviGions for locoing .against egress, with obvious method of operation. Flush bolts other t,,an listed automatic are riot accept-able. USC Section 3303 ( see exception ) we �w KIM� IUO �flII (1 RUfl � file fl 0 1 P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 Surf ac � rates f f,.iilg and c i. Iir s, minimum V ._�.) surfs _ _ f lame ser c.ad a . _ o w e g requirement: stairway 25, r_Orr idors - 5, other roors -200. UBC Section 4204 2!) All exposed insulation mateT•ials, including facings, s h a I I / have a maximum flame spread rating cf 2Z and a smo*e density (/ riot to exceed 450 UBC Section 1718( c ) . , 15) Fire stops, blocking or framing me„ohur , pierced f•.�r vtiltty Tuns require packing to Pqual fire resistance prior to such piercing. (Food frame construction roquires firestopping of both verit.ical and hOT' iZonLal dra-f- openings at maxi`turi intervals of 10 feet. UBC Section 2.517( f ) 14) Voids created by suspenJed ceiliny-fluor systems require draft barriers riot exceeding each 1.000 sq. feet Udc Section 2517(; ) 213) Piot less than one -1pproved fire extinguisher with a rating of not less than G- A: 10--8: C steal I be / provined for each 3, 0.0.0 7,q. ft of floor area �C nr fraction thereof. The travel distance to an extinguisher from any portion of the building =hall not exceed 75 ft. (UFC Standard No. 10-1 ) 10) Approval of submitted plans is not an approval of / omissions or oversights by ,his orfice or of non-- v compliance with any applicable regulations of local. governm?nt. �;1►�) Normal oFfice hours for Fir--+ District Inspectors / ire from El 00 to 9- 00 a. m. and from 4: 30 to 5. 00 p. Inspection, requests and questions should be made by E phoi,e during these hours only. Whene•. er possible p1pase ask for the inwpectOT• you wish to talk to, by name. If you desire a conference reg,,rding this plan revie,v or If you have questions, please contact Gene Birchill at ( 5,73) E82-2601 d Stn er r ry Fire Prevention Eureail MINN P.O. BOX 127 • TUALATIN. OREGON 97062 • PHONE 682.2601 Uld I F I ED SEWAGE: ACRrX•r SER 14LDC 16'J90 SW 85th Es36S- 1 Tigard, 0 9722.3 354A-071-Y-000 Dear Mr Ed Walden, P) This is a Fire and Life Safety Flan Review and is based on the 1982 edition of thr State of Oregon Structural Specialty Code and Fire and Lite SaFety Code (USC ) ai+d the 1982 edition of the State or' Oregon Mechanical Specialty Code and Mechanical Fire and Life Safet,; Code (Lit-T ) and local ordinances 1o01 ) This st.,uc ::ure is being examined as a one-st .ry Type III 1-hr structure, housing a Group [i, Division 2 occupancy. il ) Exit corridors require separation fron any other are;,. by USC Section 3304 ( 8 ) one-hoer fire resistive construction 1nr,2 ) The secretarial enol area is als,-) part of the exiting cor- ridor which is required to be 1-hr fire resistive construction ] � ) Door, assemblies of in',:arior openings to corridors are required to have a fere resistance rating of not less than 20 mjoute,. and must be self--dosing or autonatic closing RAliohts in corridors require ulred glass set in fixed steel framing See 1979 State Structural Specialty Code, Section 3304(h ) ; � �3) Doors numbered - 14 arE also required *,., be c -r :nUtE' rated door;, in the secretarial office area 21 ) Hardware for all doors required for egress is required to be o � a simple type having nO prOVisiOr,s for locling against egress, k.jith obvious method o* Operation Flush bolts ! other than listed automatic are not acceptable USC E;ectior, 71303 1see exception ) o� t � MUM HUI HE flEMU P.O. BOX 127 • TUALATIN. OREGON 97062 • PHONE 682-2601 G2) Surface flame spTryad rates of 11a111, and ceilings, pini 'J r' requirement . stairuiay 25. corridc)rs 75, other raor;; —200. UDC Section 4204 27) All exposed in_ ' ation materials, including facings, s h a I I have a maximum flame spread rating of 25 avid a smoke density not to exceed 450 UDC Section 1718( c ) 15) Fire st s, bloc ,� iny or framing memhers pierced f .zr utility runs requ , packing to equal fire *•esistance prior to such piercing Hood frame construction requires firestopping of both veritical and horizontal draft openings at maxinum intervals of 10 feet UDC Section 2517( f ) 14) Voids created by suspended ceiling—floor v;stems requ'Lre draft barriers not exceeding each 1000 sq feet U3C Section 2517( f ) . '13) Not less Shan one approved fire extinguisher with a rating of not less than 2- A 10—D C shall be provid?d for each 3, 000 sq ft of floor area or friction thereof The travel distance to an extinguisher from any portir•n of the building shall not exceed 75 ft (UFC Standard No. 10- 1 ) 10) Approval of submitted plans is not an approval of omissions or oversights by this --ffice OT' of non- compliance with anti applicable regulations of local go% ernment ;118) Normal office hours for Fire District ln.pectars arr from 8 00 to '? 00 a and from 4 30 to 5 Or) p Inspection requests and questions should be rade by phone during these tours only Whenever possible please ask for the inspector you wish to talk to, by name. If you desire a conference regarding this plan review or if you ha.e questions„ please contact Gene Birchill at ( 50? � 682--2601 /� n S10 -T frrM2260 OCCUPANCY F11.1. L18T MAY 8, 1904 12.53: IS P A(:f" I 7l l,",ATIN R r P D <KEY INFORMATION> Assignment Cade Ea22C <F1RF PROTECTION INFORMATION> --------------- <CONSTRUCTION INFORMATION> FMZ-Occupancy Number ---------- I Haxurd Claso 901 621 1 Fluor Con tructl+�'. 2'.c ONC RIO 394A-079 000-__-____ .. 1Tlaar Coverinq ;1. 111.1- ' IIBC UcL Class 1 D-2 I7 Ruof Constr,r,tJ.W1 I,AM (1 Bus-Oce Name d Address 4 Roof Covering P.CLASS C 4. 3 ------------------------------ 0. Flue Tyoe NONr: 4. 4 UNIFIED SEWAGE AGENCY BER OLDG 6. Heating System Tgpa : SIEAM 6, Heater Room Enclosed . N 16580 SW 85 AV TT 7 Intotior finish 1.:pe B•NUNCOMBU'JT 7 Number of Stairs 0 -BASIC INFORMATION' B Exterior Finlsh I,,pe 1,MASONRY 8 Stoirwaq Enclosed N ----- ----------- 9 Structure Colum"' CONCRETE 9. Number of Vert Shaft% 0 1 Occupancy Phone 503-620-7383 10 Construction Type 111-1-HR 10. Exits 6 Manager's Name M Phan,, 11 Total square Peet 74100 11 Attic Stops 1 --------------------- 12 Ground Area Sq Ft 7200 12, Alarm 8:,utoff Loc NONE n `+ike Mathews IJ Basement sq ft. U 13 Power Shutoff Luc I-W 1 503-642-1830 14 Building Height I4 14 Water Shutoff I.oc O-NW I!, Number of Storit- I 1h Nat Gan Shutnff Lo, Business Mailing Address 16 Building Value 00000 16 Fire D%pt Conn Loc NONE --------------- ------ 17 Contents Value 88470 17. Sprinkler Control Loc NONE 4 18 Other Value 20000 18 Type of Spr System B,ND SPRIN 5 16580 SW 85th 19 Ins - Building 600476 19 Number of Head% 0 6 Tigard, Ur 97220 20. - Cuntentr, 130000 410. Sprinkler Supervised. N , 2i Occurancq '.iquarr it 0 21 Harord Clas%if NONE Owner's Name. Phone. I- Address 22, Ceiling Type SUSPENDED 2.1 Anti-Freeze System N ------ ------------- ---------- 23. Wall Framing : 3,CONCRFTE 23 Area Covered by Spr 0 I 7 Unified Sewage Agen,ii 24 stand Pipe 9fta 0 9 ';03-`-'0-3383 2', Int/Ext Stnnd ?ipe 3S Water Available HYDRANT v 10 16580 SW 89th tit t'1 Arcess Lot 11 11 Tigard, Or 97723 <BECURITV IPIFDRMA7ION:: 12 Property in Use Yes ----------"------- - 13 150 Class YErl 1 Alarm 040..em Tynr NIINr 14 Census Tract :1011 F Alorm Nomb,.r NIINt 15 Code Edition Used /A J Alr,rm Comment Cede NIINI 16 Data Built 01 01-75 4 Guard Security Service NUN1: 17 Da a Remodeled 0;1-.30-84 5 phone NON E 18 Insp Type/Month INI /03 6 Watchman a+• Duty N 19 Propertq Type r''rTrr 7 p6on1. NUN I" 20 Special Hit lupe NIINh 0 rn,inl Ianl• M 21 Special Haiaro L-oc NI1NE o G,!.,rd Uou wneName NI1NI. ' 22 Misc Number I I 19 lel prone NON F it•'<CC<t t,C<C<lotal number of occupancies lit.ted is 1 .. >=_" w SIGN PERMIT APPLICATION COF 1 I G AR D Date No. The applicant hereby applies for a hermit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 165L1 O S,,w. Urb Ave. APPLICANT: Owner Lessee Authorized Representative Harrill t?. ..,;L oru NAME/COMPANY _ Vni.fied :.;eweraste Ai-eucy _ Te!, (,20-33c.3 _ PROPOSED SIGN: Freestanding XX Wall ____ Projecting __—Other -- --- SIGN DIMENSIONS 2'2" x7'6" AREA 16 spa. ft. HEIGHT •— WALL AREA _. PROPERTY FRONTAGE 710 COST ;;210.00 ZONING DISTRICT 11-LUMINATION ` MATERIAL Jei)„ COLOR ].l: i.4!L j —___. COPY " r!,:,„ t =rci 1.i r ,j ::ti.fi.e i cwera::e A e ,,rte DRB EXISTING SIGNS: Freestanding Wall Projrcting Other COMMENTS: --.--- All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed —� within ninety days after the issuance of the permit, the permit shall PLANNING DEPARTMENT become null and void. f \ Permit Fee 11xi: 0 Approved — d it Appli nt'siS gnature Kecei W-o -_ ._-.7 Renewal Date Address eT lephone I C1, ' SIGN PERMIT APPLICATION CITYOFTI G A R D Date ' — 19 EA' No. The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATION ADDRESS: 10 so SWAPPLICANT: Owner _ Lessee Authorized Representative dOti.lx Q-After' of NAME/COMPANY 1114L 01 ___ Tel. _f-"n' -:343 --- -- - - - - -- - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - PROPOSED SIGN: Freestanding _ X__ Wall Projecting Other SIGN DIMENSIONS 12!' Y 3'14 AREA _ HEIGHT 3 4 k-, - WALL AREA _ PROPERTY FRONTAGE COSTOZONING DISTRICT ._—ILLUMINATION UQ— MATERIAL Wend COLOR U&{ yy�� -- COPY n uy-"w� ' _ V er.ZJ�:ad Sa. .rte DRB_ — EXISTING SIGNS: Freestanding -- Wall Projecting Other ' COMMENTS: All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed within ninety days after the issuance of the permit, the permit shall _PLANNING DEPARTMENT _ become null and void. Permit Fee _ 16,00 Co,, _�A k,\� .A'"ry�—_ Approved Applicant's Signature ,Receipt o. IloS40 SW 9l;lp LAQ-3393 Renewal Date Address Telephone i 4 IT I-�---- '�-� _ 19, ,14 1 x` H. I NF-w gVAit- uN iT I / i ��°in,� a,t d ooIaWu� E $ o N c x o c D E ch Iya" ` f I 1 -;i ` r� � � ( " � r:-,�_- •I-,��! �1 Z," cn�c3��L 3. QU>0 -0 m 1 nCp. 0`ni acaKEN Ac V 1 ' cvo vt0YaEtMwbr u I I I I Nuc � d c 0 0 acv c A ►- u � cvnmZ –3:2 A W C vT a C ►T>AIVI�t. �- c: v �, "4 u N f Kcr r e, 1� RE 1V\0 V t- 0_.A Koo t�) - - 1 '✓� 1 a W PEAK I O 11 . q V E L -r,.3 14 n E',1. N EW 4, vAc- U N IT- uj ILu Z uj r, E C'i'1p^/ S.EC.T `.� 0 Lu C..o nr ry Ec:T' "r o M�W u nr I'r5 C-4 NEW LI--CN �i�C�,E TvN�LI_ �" • 7 -�-- u = :I k10 � 0 est �� 1 " — _ 0 ... N EW IkVA C- U N IT 1 .,NOMI C.QI c�v,-R I F \/V OR K F- R Ar CR /�I �� v '� �� ✓ IJI , �1 ' .i � j �`'�•, � ,,, / � / ��r©('�� ATL'F{' -�Ft`4?v� o 0;z) I _ _ `, :•�A.�. c a�!c ` z�--- NEW J,.' (4OL_Y (.nA,L LINE I 'VE �.Aln�,� M�R�.A ++VAC- UN (r jI I I I ` �.F.F /� i--� NEW 4" Po�.�. GAS ZINC _ F` il:KECT New 4 FC,C_Y. fcI.�S t-1NC- -r- � / k\"4 C.-U'7 - -- j `�.\ / , M - `' '� / @ tiFn L.I�S chi Party Y' ST��, �.�F d\E -t R � CITY OF T;OARD (� APProved.......................................................... Conditionally ...................................... . J/�j�JQ�, \� For only tha wur'Approved'cin...... ............................. . [ 1" 1 SA4 PERMIT NO. K a c ' d in. (r See lettor to:Fol'otiv......... Attach.. ..................................... .[ ]; 1.. A \ pro '� /'� �.� '�� ) Job Addre3s: �: Date: / —_ TUALATlN Y,��'r'� F+R� mARSEIAL OFFIC op Vi*',) . . . . . . . . . . . . . . . . . . -, NEW F+V� ON IZ �4v,4 APPiI>� \ CONCIT10iv1�LLY APPrIOVED . . • • • - \ APh�r)VAI_ i^I" ?CANS IS NOT � APPROVAL OF _ OMISSiUNS OVERSIGHTS' - Iw --' t� DATE: 1 SCE r.T` ED L�'1'TER I (tel�l7 SCALE: _ i 1 DRAWN BY: �;�I N�W D V cT I r� V Eke. -j !OB NO: TT;t4NSIST'lc�N fRoM SNIT + I. Z" f'flt.. '�. G,AS LAK -Z___c.c� N T T�; ► a`!-, �- /` SHEET NO. I D►sc+4MZc,t pucT IA/ I KEY IJ OREGON BLUE PRINT CO. I!Il��c7fOfi IF THIS DOCUMENT IS LESS � � � I � � I�IIIIIIII III �111II � I'II I 1'73 IrIIIIIII � III�I IIIIIIIIIjIIIII IIIIIf IIIIII II�IIII�I�l�i IVIIII. . rll �I � �JVT��R 26 �- IL L LEGIBLE THAN THIS NOTATION, 1 3 4 _ � 6 - ---:�-- 8 I 1�, _ IT IS DUE TO THE QU 4 L I TY OF' --- _...__ _ _ -- __w___ �._. __� �— _.._—� ._ No.7ETHE ORIGINAL DOCUMENT• _.__ -- __ - -- rli - --_.LZ 9r � Z 1t'Z � ZZIO8T . 9 11111 � �E �Z iKrun►� 1�� ji �� l�i�� IF, �1��j��1j��ij1�1 ��1�► ��1�� ►��.°I�JIIIIIIIIII��II ��I��I��,II��I► �� li lilllllll 1� ll�m�� .r j ` �� 15 4 4 �'� r y J 5 / / � ry N9 9 \ � ..• - 5.(..• •�' i Com:. � '✓ a. 4 41 4'x4' VAULT ` f /`.i =;� . o. 0 �+/ I w H AVE I✓ / /. 6 ry \� T f0J — .` � 11.1 •-'"•..,..._.........._. ,✓! � ��0 Q�.�h�^ted JEGT - -- - 10, VICINITY MAP I 13'3.5CUT •-- NOT TO SCALE 130.5 -, ,` ' SURFACE. 130.5 DRAIN AREA T _ -- - --°�"" ` 130( (REMOVE) ...1 — — — _ _. r_ — � _ I tde T __ X ,. SURFACE EXISTING A T PATH (REMOVE) ro — — — — — — t- `t.DRAIN 13 ,0 / m 128.E , ,� i . GENERAL NOI"ES `,B� — _ — VAULT �.-'' UNDERGROUND UTILITIES SHALL BE RELOCATED TO NEW DEPTHS AS REQUIRED BY U,S.A. I // GRADING SHALL BE DONE IN ACCORDANCE WITH ACCOMPANYING P,G,E, CO. SPECIFICATIONS. GRADE ELEVATIONS SHOWN ON THIS ! _ ��' DRAWING ARE FINAL ROCKED ELEVATIONS. X 1 3 _ __ I j EXISTING FENCE SHALL REMAIN IN PLACE. I PROVIDE TWO FOOT OF CLEARANCE % f ; BETWEEN CART PATH AND EXISTING FENCE CORNER, SURFACE DRAINAGE STRUCTURE TO BE REMOVED. DRAINAGE PIPE TO BE REM.,t c D. I g, I I f �� ❑ SHADED AREA IDENTIFY PROJECT BOUNDARY. . l / - CBC N 4 , /* I ! (1G CJ t> FILL MPORARY CART PATH �. r �/ ' / -AREA 1 Y _ FINAL ELEVATION M� 3/4"-O" CRASHED ROCK o o- ,o , . ,�., �� a =� (COMPACTED) �I I/2"-0" CRUSHED ROCK (COMPACTED) r i DETAIL - YARD ROCK NTS REFERENCE DRAWINGS 4" LAYER 1/4-0" CRUSHED r _- ---_ `RUCK (COMPACTED) FINAL GRADE 6„ LAYS_ R 3/4-0 " CkUSHED ROCK (COMPACTED) SECTION A-A NATURAL GRADE DITCH At TOE' OF CUT AREA r„ .. �• )NOR. OAT[ MY --- D[1CR11'TION CHR ANR PLAN VIEW SLOPE OF - cuT A�Ea---�• � SCALE I" ZO' r 1REVISIONS D GENERAL ELECTRIC CO. PORTLAND,OREGON Approved..............CITY°..MMDU A M SUBSTATION TOP OF GRADED I�O.S ............................................. d'Tr D R H Conditlorm ly Approved..........................................[ YARU HOCKEL, �'' I Faran;ythnw�::�ra��ccrlhedln: RELOCATION TO UNIFIED SFW[ RAGE AGENCY AREA It` PE2Mtr NO. . /b'.S'�_ - SoolottErto:Fafiow............................. ..................( I: PHASE I GRADING PLAN Attach................................................ 1: A APPROV! LS SCAL9 I"=20' JobAddes : � -st _ orslaNrR _ _ DRAwn my D,A.H. CHECKRIJ ` 't,-, L_ TYPICAL SECTION THRU CUT AREA --- --- D.!mmsu.v ^��, �,J tT DAT[ 09/12/69 16S80 SW 85TH AVENUENTS /\/� 19046 lNl[P[NOINr[R --- OF 6 rN4'R.M/1Nnf.[R V ., .. -.. - am....,.._.. ..,-._......._. ...-._.—. -.-__..-.-..-.......,..n.wwwRwnwmnwww .-._—_"__— .,.Rs�r+�..wlrrw�lr .... _ .-... ,. ,.... ..,.. .....,,aw •..-.. .... TIF THIS DOC • Ill - .--:r—.a,� II-II .(.-.iv,.�;.I.IIIIIIIIIIIIII III VIIIllI-_I--iI-IIT LEGIBLE THAN HIS VOTATION, � CV T ......,.R.,. 26 99' - .. I1___I I IT IS DUE TO THE V'JALITY OF r THE ORIGiNAT. DOCUMENT. ��p - -_- -9L L7 8L Z 6Z S I �L li I fG 8rl�l_BI LI 9i 9I bi S[ i;T ii [ �A �`�LI IIIIIIIII ►�� IIII ►I�II�I� ►II�IIII►II,IIIIII IIII IIII (III IIII II►I Iill ll�ll��►1�1111�IIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIII IIII III�II� �II� ►I��I III III�I�I�I�iII� I,II��I�� II�� 111�1111111�1 IIIIIIIII Lill 11 l�1111 IIIll1,11�11111�I� IIII��I��IIIIII�IIIIIII lli! III�N�� ka Vq,- 1 ��s F•.:. ;� if rr !...��, _-. _ �''� �, Y - _ •� .......,r ..... - .___ _�. �•.." ,ter. r o oft I Q I .q•;N N .1 BAiN V•\T,3 w.SfKJCNLLJ Cy�q�PG W c�ey� V Ly L• �Q C�Cgr, / i4 L?0 1 1 • jA „' rr ”. li 7�t {Ni.. �,. OI p Nit ikq�•„ iii 41 ,PSIheli�' e� }.,� !A• ��,,pp� " 1 h� • 6' IIM WMM /� n _ lir .... . .... . IC TE OF OCCATPANCYcv CITY OF TIGAV D 7u� OREGON Owner: �. . 3556 Oa ncr: Unified Sewerage Agency ' A I AD. .L .I Address; ------ — - ti t; r IlnildingAddress: 16850 SW 85th Avenue :r Bidg. '1'y�e SN�^ III r 1 4� occnpuney:M_- Lund I'sc 7.onc: M-4_-- K l tt��t,n COM tile nts: ('.crtificutc Ishcrcbygiven tilts_38th_du. of __I+Prij ____., I9 82_ j' that stud building may he occt{pled and that it complies With all rs re(lt{iretncnts (if tilt Ilu0(1111 9('Wile for the ('Icy nl' riigard, its approved t ► t,'j by the Tigtu•d City Council. .( Fire Dcill Building Inspector Y Bililding Pust( art ficatc in C'onspicuoua Place r _ „ 1 - 1 is �"' � � ,+� t 11►� �,r: �{IINr��l nn��tg�,uN�nu .U�j��/Irr�-(��1�'�''btlt� � r ��11, Ml�p �,rr'.: lYtlitt``'!l,klll,� 44 y1,'r, N, INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 M Type of Inspection Date Requested w Time A.M. P.M. Address __IG U s��_. - Permit # Owner_...—�!O'l J(alY ��1:1� — r Lot The follow'ng Building Code deficie cies ark equited to be corrected: Ru_n-�✓_' 4� U Com,- ---- ---- -- - de i Presented to Approved Inspector __ s _ ❑ Disapproved Date — CALL FOR. REINSPECTION ❑ YES Iff NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard, Oregon 97223 Phone 639-4171 Address Permit Type of Inspection The following Building Lix1a deficiencies are required to be corrected: Presented Inspector Date G4LL FOR REIN9DEC77ON 0 YES No --Gomm •.r a BUILDING PERMIT APPLICATION TIGARD DATE 19.-- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNER PHONE - Agt ncy LOT No._—_ - -- OWNER 11111 .'.u:., OB ADDRESS 168bo SU ._-- ARCHITECT ENGINEER BUILDER (>>.In©P _ADDRESS DESIGNER STRUCTURE E3 NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ——F, DEMOLITION ❑ RESIDENCE C1,'COMM _❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY __!rI LAND USE ZONE i I—�� BLDG.TYPE 24 FIREZONE PLAN CHECK BY HEAT _ C,unstruct foetal buil.L:inq an concrutu foundation all per pi—! _ n:, ccidu rr_rr.uiroml.�nts. _ SEWER PERMIT M OCC.LOAD FLOOR LOAD •;)(1�yIHEIGHT �G+ NO.STORIES 1 AREA r UI NO.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT T REAR LEFT SIDE _ _ _RIGHT SIDE __--- Permit •UQ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING •r�R REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE r�Il Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCL. WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 14It. 1:I0 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REPUIRED FOR SEWER,PLUMBING AND HEATING. State Tsr. SDC-- Total — J PDC# APPLICANT OR AGENT By pi Receipt No. - PHONE LAPproved ial,�l1 ADDRESS DATE KNYPE INSPECTION REMARKS _-- PLUMBING DATE Contractorz _ Permit No.z --fL �—. --- — Rough-in —�_— 01 Fixture ---- --- Final HEATING --. Contractor Permit No. - --- Gas or Oil --- Rough in _- -- Final -- — ----- SEWER-- - -�-- -- --- ---. Final DRIVEWAY --- ~----- Final -- -- Storm Drainage — �— (Rein Drain)Final - --- Sidewalk Curb&Street Final - --- ---' - — ApproachIFEMP _ CERTIFICATE OCC CY Final BLDG. DEPT.FIN/1L— CERTIFILATOr-OCCUPANCY --"-- - - ;L�- Landscaping 70ning Final �i 1 �1 i I►� OF �'�� PLAN CHECK AP"LICATION CITYCUrr i1GAR0 PLAN CIIECK H — COMMUNITY DEVELOPMENT DEPARTMENT PERMIT H 13125 S.W.1UNBlvd-P.O-BOi23ny.TigHd.ORgon9rIZ3•(50)4n4175 DATE ISSUEDS8o ---- / �y� _1� -i AX MAP/LOT JOB ADDRESS: 1G J w LOT: LAND USE: SUG: _ — — VALUATION: _ _ -- SPECIAL NOTES OWNERn' � / /� en • REISSUE OF: NAME: Cy � -_ LAST REISSUE: ADDRESS: FLOOD PLAIN/ -- - —— SENSITIVE LAND: _ PHONE: _ APPROVALS REQUIRED PLANNING: CONTRACTOR ENGINEERING: NAME: -- ---- FIRE DEPT __— ADDRESS: ------ ---- OTHER: ITEMS REQUIRED PHONE -- LIST/SUB(',ONTRACTORS: BUS TAX: ARCH/ENGINEER�-, p CALCULATIONS: NAME TRUSS DETAILS: — ADDRESS: _ ------ PARKING PLAN: _ - LANDSCAPE PLAN: _ - OTHER: �HONE: COMMENTS:7_.— AMOUNT AMOUNT PD. GAL. DUE PERMIT H ACCT H DESCRIPTION — 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees — -- - 10-431 01 Mechanical Permit Fees ----- - 10-230 01 State Building Tax (5%) - -- Gr+i ld i ng ___--_---- Plumbing __— Mech 10-433 00 Plans Check Fee - --� liu i ld i ng Plumbing Mech _ a— _ 30--202 00 Sewer Connection -- -- 30-444 00 Sewer Inspection - — 51-448 00 Street :system tiev Charge -- 52-449 00 Parks System Dev Charge (PDC) --_ --- 31-450 00 Sturm Drainage Syst 0ev Chrg (SS(1C) - — 10-230 09 TRFD ----- — — 10-230 06 WAslul►gton County ( irc 01 (95X) _ -- 10-220 00 Amar-1 /Wedgewood IOTnt --- - --- REC H -- --- APhI 1(-,AN, ,.CNnTURE !� eived By: Date Received: ,--------- -- �n/3�p7P/19P i 13125 SW HALL BLVD. PLUMBING PERMIT P. P. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing T I GARD, OR 97223 business(x must be property owner/operator not hiring outside help. (503)639-4175 �- Name of Demiopment_ I R 1- �1-rt+ - L.r4>`f T Plumbing Permit No. Address D ascription ORS 814-21.810 QUAN. PRICE AMT. J.)b - Address -_ FIXTURES -_- - l�1 Block SubdivisionSink 7.50 =, Name;K nanr@ o Kwsaess Lavatory - - _ 7.50 Tub or Tub/Showcr Comb. 7.50 7.50 Shower Only ` - Wale(Closet / 7.50 Owner W/_State rip --- Dishwasher _ 7.50 bone Garbage Disposal - - - ---- 7.50 Washing Mactune - 7.50 Nemo Floor Drain - 7.50 ' Ijal rng rens Phone Wale(Heater -- --- ._-- 7.50 I <` Laundry Room Tray - 750 Occupant City/State rip Urinal _ _ -_ 7.50 amiphoneOther Fixtures(Specify) 7.50 7.50 ^ rens Phone -- - --- / 7.50 ; -- _.- 7.50 Contractor Ctty/State - nP _ I MISCELLANEOUS City t3 _ - ue.Tax No Smvar 1st 100' _-� 30.00 - Sewer-ea.Ackid.100' 15.00 tate s. d Flo- tate s. o. - -- -- 20.00 (Residential) Water Service IV IOU' Water Service ea.Addit'br 15.00 hereby eby acknowledge that I have reed Otis mnAicatkn that the Information _ --- - given is coned,that 1 am registered with One State&4dses Board.anct also Storm A Rain prafn 1st.100' _ 30.00 have a State Plurnbrng ice nse that tie nurnhmrs given are correct.that allStam 6 P:in Grein AddA.100' 15.00 plumbirrnnd q work wA be doe in aoance with applicable prevlaions d Ore- ---- gon Revised Statutes Chapters 447 and 593 and applicable ood'n and that Mobile Harr,,twee 25.00 no help will be employed unless licensed under ORS 603.(11 @Kemp(from --- State registration.please give reason bek)w). Bads;low Prowenbon 7.50 ruce An>d-PolkAionr Device Da --- -- HOMEOWNERS-1 hereby rxxtify Out 1 am the owner d Oe properly d@- - -- scribed above.at which location 1 ImK)ose to make a pkxnbkV Inet+ttefiOn for Any Ttap a W este Not M own use and this property U not bekng a_rnstruded for sale,base a nerd Connex'led to a Fixture 7.50_ Catch Basin 7.50 Iup.of Fxhd,Plumbirsg 40.00 Per Hr. - - ---- ---____---_-_,�_ ---- Specialty Requested inspecdons _ 40.00 Per Hr. - Alter.of Piunbkq within _ - -------- - ---------- an Ejd@ON ----- 15.00 min ,- - - -- - ----- Dale 14ew Bldg.a Build.Ad~ 25.00 m1n A11T110RlIED S113NATUPE -- - - _ min Otain,single fartlil �- _-.- Describe work new❑ addition[j alteretion❑ repair❑ �) •� -^- 15.w -- tQ be tion reside,�tiel f=xdsttnf)vsa of SUB-TOTAL txr k*V or Ix(A)Orty - . ---c>1 -- 'rgtoeed use 5% SURCHARGE I 1 x Ajh v or plopwty _ -- -- ?5+k PLAN REVIEW / rs WYT>CIF ------- - TOTAL x Thle pecir*b000mes t%A and xsld w work or oon*UU rticxn rruthortssd Is not corn- - m*nood within 190 dayo nor M nonsdnirtlxt or work b tlra<»ndsd a dyrxdoned kv ti a twt.rl ro inn clays al try(tuna~work u onn rAW%0*d _ afy(xA1.(X)W`XT10149 -- - Date (@sued by - QRA�IN r/FR )SON �nNTR()L iRFOTiON GENERAL CONTRACTOR NAME&ADDRESS: CASEFILE NO.:PERMIT NO.: AP LICANT NAME AND ADD ESS: N -- EXCAVATION CONTRACTOR NAME Rc ADDRESS: _ O ER NAME AND ADDRESS: TELEPHONE NUMBERS: PROPERTY DESCRIPTION: APPLICANT__-41- STREET ADDRES s CRO STREEAoc�OWNERL • J GENERAL-CONTRACTOR: �i t� "A b, Q� EXCAVATION CONTRACTOR: SITE/JOB: LEGAL.DESCRIPJION_ 24}WAFTER HOURS EMERGENCY TAX LOT NO.: tZk)V1/4 SECTION" — PERSON,TITLE LEPlIO _ SITE SIZE,ACRES: — �_ IZee. evici- DISTURBED/WORK AREA,ACRES: 7 LOCATION&ADDRESS WHERE SPOILS SITE RUNOFF DRAINS TO.jCjLE ONE) LEAVING SITE WILL BE TAKEN CATCH—BASIN DITCH (PIPE.) CREEK (NOTE:PERMITS MAY BE REQUIRED) 1 �1 (CIRCLE ONE) URIVATE PROPERTY,! PUBLIC RIGHT OF WAY FROS1OWSEDIMI.NTATI�rJ CONTROL —I � � MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION: FOLLOWING CONSTRUCTION: SEDIMENTATION FACILITIES STABILIZE EXPOSED SURFACE STABILIZED CONSTRUCTION ENTRANCE REMOVE AND RESTORE TEMPORARY ESC PERIMETER RUNOFF CONTROL FACILITIES CLEARING AND GRADING RESTRICTIONS CLEAN AND REMOVE ALL SILT AND DEBRIS COVER PRACTICES ENSURE OPERATION OF PERMANT FACILITIES CONSTRUCTION SEQUENCE OTHER OTHER — PLAN FOR EROSION CONTROL 1'R6FAP.ED AND SUBMITTED IN ACCORDANCE WITH-TECHNICAL GUIDANCE HANDB OK ". EROSION CONTROL PLAN DRAWING,AS REQUIRED,HAS PIAN CONSTRUCTION NOTES COMPLETE,INCLUDING NCY PHONE NUMBER, SCHEDULElSTAGING FOR INSTALLATION REMOVAL OF EROSION CONTROL MEASURES,AND APPLICABLE ANARNOTES 1 HAVE READ AND WILL.COMPLY wrrif THE ABOVE AND WILL CONSTRIICI'AND MAINTAIN ESC MEASURES AS NECESSARY P TO CONTAIN SEDIMFN`F ON THS:CONSTRLKTION SITEAAAAjj. - -- a-�- f OWNFR SIGN T • • • • • • • • • • • • + • • • • • • • • • • • • • •')Il1(•IAI I ISE ONLY • • • • • • • • • • • • • • • • • • • • • • • • RIAT1111 DATE ACCEPTl 1 N11N1111Y RECEIVED BY 111 -— — — — — ONE DURHAM ADVANCED WASTEWATER TREATMENT FACILITY Permit List: HeadworkB Building Building 890558, $1(`,186.05 ($8,329.65 paid) P)umb:ing 890562 474.50 Mechanical 890564 66.30 Primary Sludge Pumping Station/Clarifies Building 890559 4,731.30 Plumbing 890560 68.25 Incinerator Building Plumbing 890563 39.00 Raw sewage Pumping Station Mechanical 890573 22.75 ------------- Total: $15,588.15 Paid 8,329.65 ------------ 8N1, $ 7,358.50 DURHAM ADVANCED WASTEWATER TREATMENT FACILITY Permit List: Headworks Building Building 890558, $10,180.05 ($8,329.65 paid) Plumbing 890562 474.50 Mechanical 890564 66.30 9 Primary Sludge Pumping Station/Clarifier Building 890559 4,331.30 Plumbing 890560 68.25 Incinerator Building Plumbing 890563 39.00 Raw Sewage Pumping Station Mechanical 890573 22.75 ------------ Total: $15,188.15 Paid s 8,329.65 ------------ Bal. $ 6,858.50 ------------ J I � ! pj^im Sl. lel too- WiLl to 70 t� t4 c'n4 -. Ai!-� 957 � NO Oec, /9 ' ��/ Er :�O/ 05,000 CFM) 1 i i t ¢441 a f- W- r nt.4 6 o u wlcl✓ ejrn c d,r EF 3O/ "-=F,3oy/ E'F3o 3 , /)1Gf 3G? , A 3G/ 15', 800 ccM /,goo rrr 40 o cRM /, q00 CM01 I S,800 C FM 1 /44.tI AM //!4 �iA►13Tu s r t 1-bc,f�wery rrlr j I V �C41� So Ufo unified sewerage aoonoy 16580 9 W 85th Tigard,OR 97224 Supervisor 15031 684-4611 Water OOality L ab 1503)624.4680 FAX }�..,.�..�..._.___......._. .,....._.._....._.. .___._.__..._..._....._._......_.._.�_....._. _....__ . 3714-�...�Tt. �LW__.._..__::.._ .__ . _ _. ......... -.. __ .. .._ ._... ._. III 1 P-Y-1r"T x� Coc. a i r I 2 ,!o H G u c wwc-• Qia c.M ie'r`415 1Q �T�,?2t 0.G►Co M��a': , . __..._.. .. f _ �,r �Y,1 ti"l" ��-�� Iry C r2.c�c�► �'1 �.,,. �_' ...._ _ ...__.._....._..... ,,,.... .._. . .._.__. - - -_. __....... _.__.__.... _. .. _ � �:i►'CGrt Qsal l 3T R b I +,a. ''• �Gx�..�A G Gr \ �\ � {_. 2 1:5 4. 5c,?1-7 8 IU ►I 77k :4� I r_" - cl�1 r ' i I � �� j � .� Q ' ! 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