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Home My WebLink AboutWTR2700944(2) 7 Retail Shops Main N.E. 44th St. W--944 DSHS 11117IRte11 STATE OF WASNINGTON TI DEPARTMENT Of SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION'. READ INSTRUCTIONS ON BACK OF GOLDENROD COW If Instructions are not followed,sample will be rejected. DATE COLLECTED TIME COLLECTED COUll NAME oft DAY gYEAR _z • 00 i 2 O AM ($PM K I Ia G TYPE CIF SYSTEM IF PUBLIC SYSTEM.COMPPLM' �,,�BUN 0 O L a1 LIA p INDIVIDUAL I.D. No. 3 G 1.am.,,..Wnc.l i NAME OF SYSTE-M�'�l ` �f 'Y�(O-mv .-. SPECIFIC LOCATION WHERE SAMPLE COLLECT177 ORVNVAW.NAMEA D 1B0111M AnIm hiw .n NP P.rdmarwnummW,ggh. Ex;i }. Laps OT QISan NYDRANI S+ oA vt*3 ) i r SAMPLE COLLECTED BY: +am no N';-Vo1,1 1AtOUft 4AS� �MiP4PtC+rt SOURCE TYPE ❑SURFACE ❑WELL ❑ SPRING ❑ Q PURCHASED 9100maINAT10N '�^'or OTHER SErlD REPORT TO:ri Full Hams.Apppqr�a8a And zlo Coda) �tih r4 Tenlcl (rMitf, ry - 5.700 t-1 at. p uG ;a. e q_PnilnT WABHINGTON TYPE OF SAMPLE 1CM[.rnry pM n Im.E6RM1N ORINKINGWATER ❑ Chlorinated(ResiduaP.__Total__Freel check treatment—ill, ❑ Filtered n �d e Y. ❑ RAW BOURSE WATER 'S(iij('VF7 3. NEW CONSTRUCTION c 4. OTHER(SpecHYl _ COMPLETE IF THIS SAMPLE 1 CK SAMPLE p PREVIOUS IAB NO rEi7 11,83 YRBVIOUS SAMPLE COLLECTION,DATE REMARKS: ---- I, 1� Z. _Engineering -- LASORATORV REBMTS foR LAs usE DAILY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED r BEC/•USE'. rt,r1'/5 iwes omr. /m� MPN DILUTION TES-UNSUITABLE ❑ Sample Too Old Tipp n't 1. ❑ ConRuent Growth ❑ Not in Proper Container MF COLIFORM 2. ❑ TNTC ❑ Insufficient Information �00 ml Provided-Please Read Inductions on Form FECAL COLIFOFFN 3. ❑ Excess Debris ❑ MPN O MF 4 ❑ ❑ /1%m1 yy FOR 09WKING WATER SAMPLES ONLY,THESE RESULTS ARECr : 1 A' SATISFACTORY O UNSATISFACTORY +{F SEE REVERSE SIDE OF GREEN COPY FOR EKPLANAIION OF RESUL fS LAN no DATE,THE PVCBVED- RECEIVED BY DATE REPORTED LABORATORY'. REMARKS WATER SUPPLIER COPY w, L DSHS 131'3 IR1 811 STATE OF WASHINGTON DEPARTMENT OF SOCIAL AHD HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS } SAMPLE COL_ECTION. READ INSTRUCTION,ON BACK OF GOLDENROD COPY If instructions are not followed,sarnPle Will be 0e1906d. PATE COLLECTED TIME COLLECTED COUNTY NAME MdNTH DAY YEAR 0 AM TYPE OF'YSTEM IF PUBLIC SYSTEM.COMPLETE: jj�'USLICk GU54 I.D.D NO. , Cj O L 1 2 3 A ❑ INDIVIDUAL iw.wa aW,.a,n.w.l NAME OF SYSTEM `1'i9 at/' (- r4\cE� SPECIfIC LOCATION WHERE SAMPLE UU1,1_1:11tLibIbl.DMFfl/Mfi1.NLME AND TIEVOWIE NO M MCMn 4D®wMd.fx.au1,m.IWmnn, Utgna- Fxr• � c =. ao5 '�.� (};soh End • 11 file .t,nt. SAMPLE COCILEMID BY'pMNM) SOURCE TYPE OMBINATION SURFACE ❑WELL ❑ SPRING ❑ PURCHASED or OTHER --------------------- SENp PORT TO:(Print�HfLt omws rM ZIp • �P n . ^-��T—_ OG t eI,"ir^ WASHINGTON 0 ] V } TYPE OF SAMPLE ❑ Chlorinated(Residual:__Total„Free) �. ❑ DRINKING WATER eheok treatment eft nr-U1 Filtered Z. ❑ RAW SOURCE WATER 3. Ly NEW CONSTRUCTION 4. o OTHER(SpecllY)_ oQ COMPLETE IF THIS SAMPLE IS ECfl 8!M PL4 IQ pa PREVIOUS(As NO l I� 1 PREVIOUS SAMPLE COLLECTION p REMARKS. Engineering fin f LA GnAToar RESULTS(FOR LAS USE OPILY) ; COUFORM STD PLATE COUNT SAMPLE NOT TESTED SFCAUSE: •�/S,upes�wsnre 41 MPN DILUTION TEST UNSUITABLE El Sample Too Old ADO ml 1 Confluent Growth ❑ Nor in Proper Container MF COLIFORM 2 TNTC lne.ficient Information 4 /Im ml Provided—Please Read yN Instructions on Form FECAL COLIFOR $� U Excess Debris ❑ MPN ❑ MF 4 /IOO ml FOR NKING WATER SAMPLES ONLY,THESE RESULTS ARE'. Lh SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPL4NATION OF RESLLTS LAS NO. DATE.TIME RECENED— I_Gmm BY DATE' REPORo LA A RYA. y1 PEMARKS WATER SUPPLIER COPY o• MATERIALS ISSUED :.o.w. CITY OF RENTON 5 I Z $ WATERWORKS UTILITY tic W.0.w.. TO STOREKEEPER: uI'ag'4 Exlt N� �- Ui T-46S a„ �f2�/Sd __ ML.er M.lelbrl^g„wa.iel a _ NUMBER MATERIAL UNIT AMOUNT oEUVFeEpA.'r UNIT ACN COST SAN.vtfli; 3 G IAUcKS I( i{iMlr U6 jI1F lul 5f SfrT '�: LfARY FoNSf- 65 - $Ar Sitlsff 5'EA,T�c. �{1SM. 'a121 �1-tN: ryntM TRFrsE '441- 463 _ Abe.. I i.NeLnlll»d dy� Abe.#mftriel erdered by d S'W^.d Sig. Siod CITY OF RENTON . PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering November 23, 1987 Mr. John Pietromonaco Mr. John W. McKenna, Jr. BUSINESS PARKS NORTIIWEST 11206 Des Moines Way South Seattle, Washington F8168 Subject: Latecomer Payment W-816 "44" Renton Center Gentlemen: Enclosed please find a check in the amount of $5,734.15 which is the reimbursement due you under the terms of your latecomer agreement. This latecomer fee was received from Mike Wensmall for his development of the Exit 7 Project (W-944), for the benefit they received from the waterline you install.'d under Project No. W-816 for "44" Renton Center. Very truly yours At— Arlene M. Haight / Utility Engineering l w\a\1\441cag amh:jlm Enclosure t, tJ-9414 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 CITY OF REN70N CITY TREASURER'S CHECK 7842 200 MILL AVENUE SOUTH RENTON, WA 98055 1919FV 1250 November 24 __19 87 Paoidev o(e- _ ***JQHILPIETR4MQCLCO AND/OR dOH"I MGKENNA"A.—** The sum of 5,?��dDi s I S+cts -- -------_ __ -------_.Dollars �'�';�w B 'W J` 51 erA' nmo".w..nnpbnNO _ /' Z.L. For -— -- _ -- -�L— -- s'007842a' 1: 1 2 500 1813 71:9779H00020?NO PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED PERMIT NUMBEI4 Owner Location of Work Address INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer PERMIT Hight-of-Way Construction Sp. Utility Conn. Fee - Water (Public Right-of-way) Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer _ Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued Inspection Fees Special Deposit. - -ASH BOND Expiration Date TOTAL FEE a Oescriptio.z of Work and Number of Feet Contractor Business License Address Bond Telephone IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. CALI: 235-2620 for street signs CALL BEFORE YOU DIG By and lighting. 48-HOUR LOCATORS I-8oO-424-5555 CITY OF RENTON Q ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT 235-2631 CORRECTiON NOTICE JOB LOCATED AT1ciY � - 40S The following work does not comply with City codes and ordinances and must be CORRECTED and INSPECTED before this work can proceed any further. q 4 i A iI 4 +i & rod U- ni\CU _ f No un�tr iem�—Pvinue& 16 4f /dnw- )0 , n r r+en k o��✓I � \� Off= �I M rev i a _ _ 1 V '•. DO NOT PROCEED WITH THIS WORK ' UNTIL ABOVE CORRECTIONS HAVE BEEN MADE-iAND APPROVED Awl l Inspector Date \1 3 DO NOT REMOVE THIS NOTICE 16 r • 5$ -�'. �Zooc� at / C� r,� fµ•Pyn Gay . tots - : dd h� t� I \� ====Ea \I CONSTRUCTION November 10, 1987 City of Rentca 200 Mill Avenue South Renton, WA. 98056 ATIN: D.G. Monaghan RE: Exit 7 Dear Don: Per your discussion with Michael Wirssman we are providing you with approximate costs associated with Exit 7. They are as follows: Storm System $ 45,000 Sewer System 11100 Water System 31,600 Excavation & Grading 45,000 Erosion Control 4,000 I hope this will be of use to you. Sincerely, <</ 1 F. Mitch se Project Manager Leary Construction Co., Inc. .gym[•gTfn•m 7_ J S } TEARY CONSTRUCTION NOV 12 1987i 65 Bay Street Seattle, Washington 98121 TelePhOne (206)441,0635 nnLr AL'] A WV 5 iW CEarth onsultants Inc. w��GeotechnicalLuencer*.C"Iogists E 13'(++FERMIC+ r Environmental Scientists November 5, 1987 E-3365- 1 Mr. Mike Wensan C/o Douglas Mulvanny, Architect 12200 Northup way Bellevue, Washington 98005 Su::ject: Geotechnical Consultation Utility Line Relocation and Support Proposed Commercial Development Renton, Washington Reference: Subsurface Exploration and Geotechnical Engineering Report for Exit 7 Center by Rittenhouse Zeeman and Associates W-4610, dated 9/5/85 Underground Utility Design Considerations letter by Rittenhouse Zeeman and Associates W-4610, dated 10/27/67 Earth Consultants, Inc. Geotechnical Engineering Study Proposed Restaurant Renton, Washington E-3365 , dated 10/14/87 Gentlemen: At your request, and within the scope of our proposal , we have reviewed the referenced reports , and discussed the proposed design and construction plans with you and your contractor. The purpose of our review is to evaluate the conditions existing beneath the subject site and, on the basis of these data, to provide practical and economical alternatives for utility line relocation and support . we understand you have discharged your previous geotechnicai engineer , Rittenhouse Zeeman and Associates, before angacing us as your geotechnical engineer of record for these services. Project Description On the basis of our data review, performance of our referenced study, and our discussions, we understand you propose to develop the majority of this site by constructing two structures in add tion to the proposed restaurant. One stricture, at the south end of the site, is to be a one-story retail facility and will be built in the 1805 1361h Place N E .to 101,Behevue.Washsngton 98005 Bellevue 12mi 6433+8t1 Seattle(206)464 1584 222 E 261h St,eet.SWe 103,PO Boa 111744.Tacuma.Wathinglon 98411-9998 TacMa 12061272-6608 Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 2 near future, while the other eastern builr1ing, a three-story office structure, will be constructed in the future. Both buildings are to be pile supported. Coupled with this construction is a utility line installation program incorporating a new sanitary sewer , a storm drain and a water main. Your most pressing concern at this point is to deter- mine the most suitable location for these lines and the most appropriate method of supporting them. These problems are compounded by the presence of varying thicknesses of peat which underlie much of the central and southern parts of the site. The peats, and in some areas organic and clayey silts, range up to about thirteen ( 13) feet, or more, in thicknes and , in spite of some earlier surcharging efforts , are still relatively soft and compressible. Because of these conditions, you ar- also concerned about the options available for support of both the utility lines and catch basins and manhole structures. [rater Line Your civil engineer and Mr . Chuck Lie of cur office have pre iously discussed potential water line relocation efforts . Based o , their discussions , and our in-house review of the presently available data, we concluded the most practical and economical location for this line was to move it to the east and north away from the deeper compressible soils . Yo ,r revised water line plans now indicate the line is to enter the site free+ Northeast 43rd Street in the access road between the two proposed buildings, then to extend in a generally northerly direc- t_on for about three h-ndred ( 300 ) feet to a point about level with the north end of the proposed eastern structure. At this point, it will make a right angle turn and extend to the west for about one hundred ( 100 ) feet where it makes another right angle turn to the north. It then extends to the north to exit at the nortnern site boundary. Based on the subsurface conditions encounteredi in the bo-,ings and test pits within close proximity to this line , we believe this relocation will tend to place vir-ually the whole line in the sc7ewl- t more competent and less settlement susceptible soils . By so dc, ig, we believe it will be possible to support this utility in the , .,isting reasonably compact site fill soils . While the scattered underlying compressible soils in this area are likely to undergo some movement , we feel the earlier preloading efforts coupled with removal of between two and three feet of Earth Consuhants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 3 surficial fill , and the use of flexible couplings or joints, will be sufficient to counteract such movement . Providing the above precautions are taken, we believe the long term risk of settlewent- related utility line damage is likely to be low and of a degree acceptable to a prudent person. A concrete thrust block, will be located at each of the right anqle turns in this line to resist the internal water pressures . we believe , on the basis of the subsurface data presently available, these thrust blocks can be located in and supported on the recom- pacted in-place soils without suffering detrimental settlement- related movements . It should be possible to accommodate any minor movements that do cccur by the use of the above mentioned flexible pipe joints . Sanitary Sewer At the present time, it appears that the instaLla:ion of a sanitary sewer line to serve the entire site is unnecessary , particularly since the eastern building which will rely on it most is not being built in the immediate future. However , it will be necessary to provide a sanitary sewer tie-in for the southern building and the proposed restaurant. Since there is an existing sanitary line just to the west of the site, it appears to us the most practical option is to tie these two buildings directly into this line by the shortest possible route. The City earlier ` ndicated that the existing line is constructed predominantly on a -11 which aas placed after all soft and compres- sible soils were overexcavateu. Some sagging in the vicinity of the property line was observed in a recent television evaluation of the line, but it was apparently on the order of only about two and one- half inches and was not seen as detrimental to that line. The city dces not expect this existing line to undergo any significant `ature settlement-related movement . In the case of the proposed restaurant, we believe the supporting soils are sufficiently competent that, provided flexible joints are used , this connector should not be subject to settlement-related damage . In the southern building the potential alignment is underlain by moderate to substantial amounts of compressible soil . The proposed tie-in connector now extends c. out fifteen ( 15 ) feet from the building to the existing sanitary line . Since the building and the existing line are essentially fixed in place, it is possible this tie-in could be subject to settlement which could lead to pipe or Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5 , 1981 Page 4 ccnnection ruptures . To avoid this , we believe it will be ap- p-opriate to include a flexible joint at about the midpoint of the line and at the building to accommodate any pipe movement without damage. Alternatively, you could support this line on driven timber piles, but this could cause the pipe to be too rigid and, although we do not envisa-_ this problem over such a short distance, it could suffer possible overstressing an3 failure over time. Since the existinq line is relatively shallow, the City has indicated it will not require temporary shoring of the connection excavation. Looking to the future, your civil engineer has also indicated a proposed location for an extension from an existing manhole in Northeast 43rd Street which is located approximately one hundred ( 100) feet east of the western site access road centerline. This extension, which must be installed before or during future LID- related road improvements, will be connected to another manhole in the landscaped area between the sidewalk and the street. The future sanitary line will then extend to the east in this landscaped area to serve the eastern building . We believe it likely the extension from the street to your propeic, will need to be pile sunported, but this can be addressed in more detail in the future once your development plans for the eastern building are finalized. If piles are used to support any of the lines , we recommend as a minimum requirement that each pipe joint be pile supported. you should consult either your structural engineer or the sanitary pipe manufacturer to determine if the pipe will span the distance between piles without suffering overstressing or potential breakage . If their opinion indicates additional piles should be :sed at the pipe midpoints , such additional piles should also be installed . We understand this should present no real difficulty since your piling contractor will already be mobilized to install the building fcundations , and an additional few piles should not add signifi- cantly to the project cost . Storm Drain Th- last of these lines, and the one that appears to pose the major problem, is the storm drain line.i This line comprises a combination of twelve ( 12) and twenty foul- (24 ) inch diameter corrugated metal pine (CMP) which directs flow towards and connects to a buried fifty-four ( 54) inch diameter detention tank. This detention tank, one of a pair, will be bedded on generally competent materials and is unlikely to undergo settlement-related movement of any sig- nificance. However, the storm line extends over a considerable dopth of compressible peat and organic silt . Thies line also incorporates several catch basins which are, we understand, settle- ment sensitive. Earth Consultants, Inc. Douglas Mulvar.ny, Architect E-3365- 1 November 5, 1987 Page 5 Given these conditions , what ire the potential risks involved in storm drain installation? First, there is a risk the catch basin structures could settle relative to the line. If this were to occur , it is likely the connections between the structure ar.: the line would rupture partially or completely. This would probably lead to periodic leakage from the structure or the line into the surrounding soil . In time, this would cause a softening and deterioration of the soil , most of which forms a pavement subgrade, and would probably result in slow deterioration of the pavement which would ultimately require a relatively expensive remedial treatment including some degree of repaving. Secorei , there is the risk the structures could remain undisturbed and thL line could sag between structures. Over time this would probably result in pipe joint leakage or possibly pipe or joint fracture. The results would then be similar to those described above. Lastly , both of the above situations could occur with similar results . In our opinion , none of these scenarios is acceptable. To avoid them, we believe there are two practical and economical support alternatives available to you . The first , which essentially eliminates the disk of any catch basin or pipe settlement , is to pile support the full length of the line. As pointed out earlier, your piling contractor will be on-site and it will be a simple and reasonably economical step to add a few piles. However, the same support criteria outlined for the sanitary line will apply here , too. Furthermore , this will create a "ric,?.d" pipe which will now stay in- place while the surrounding ground settles . This will create a "hump" in the pavement over time and this could be a more severe problem than that caused by a small degree of settlement . The second alternative, and the one we recommend to you, consists of providing some additional "stiffening" to the catch basin 's support- ing subgrades , the inclusion of flexible pipe joints , and the addition of some extra drainage material around the pipe . The subgrade stiffening can be achieved by placing a layer of relatively f stiff Tensar SS-1 Geogrid on the recompacted structure subgrade and overlaying and encompassing it with about twelve ( 12) inches of compacted granular structural fill . The area of treatment should extend at least five feet beyond the perimeters of the structure. By this means , the structural loads can be distributed over a greater area , thereby reducing the contact pressures and, as a result, reducing the potential for settlement. Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 6 As an additional precautionary measure, the bottom of the trench excavation should then be recompacted with a plate tamper , then lined with an impermeable membrane and covered with a layer of clean free draining grave) or washed _ock . Approximately twelve ( 12 ) inches should be sufficient. Impermeable visqueen sheeting or a geotechnical fabric liner will be adequate for lining purposes . This lined drain layer should be connected to the relief drain which will be installed beneath the detention tank, thereby providing a means of transporting any future leakage to discharge under control to the north of the site . The flexibly connected pipe should then be bedded on this free- draining layer. Trench backfill should then be placed and compacted carefully to 90 percent of maximum dry density, as determined by ASTM Test Designation D-1557-78 (Modified Proctor ) , up to a point two feet beneath final site grade. The upper two feet should be .:ompacted to 95 percent of the maximum dry density to provide a sound pavement subgrade. This and/or the gravel layer would then provide a path for leakage and would allow it to be directed to the catch basin structures without causing any significant deterioration to the surrounding soil-- . Another precautionary measure is to place a sheet of geotechnical fabric over the backfilled trench alignment to help reduce the potential for traffic-induced trench fill settlements. The fabric, and we recommend a Mirafi 500X or its equivalent, should extend at least five feet beyond each side of the trench and should be placed immediately on the prepared and compacted roadway or parking area subgrade. This fabric will provide some additional strength to the pavement section and will help to distribute the traffic wheel loads ov'r a greater area of subgrade. In turn, this will tend to reduce the traffic affects on the compacted trench fills , thereby reducing the potential degree of settlement. Because of the potential for differential and irregular settlements beneath the, pavement areas, you may also wish to extend the geotech- nical fabric over the more heavily trafficked subgrade areas . Over the long term, we believe this could prove beneficial to the pavement performance. Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 7 Limitations and Additional Services The opinions and recommendations provided in this letter are based on the subsurface conditions encountered in our referenced study and recorded in the earlier Rittenhouse Zeeman and Associates ' study , the design information you provided us , and our experience and engineering judgement. They have been derived in a manner consis- tent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area . No warranty is expressed or implied. You should also understand that subsurface conditions are subject to a wide ranee of variations both between exploratory locations and over time . You and your contractor should be prepared for this and should make provision for dealing with such variations in both your budget and schedule . Because of the relatively complex and settlement-susceptible conditions , the potential difficulties involved in utility line installation , and the need to monitor subsurface conditions, we recommend you retain us to review the final design plans to verify our recommendations have been properly interpreted ana included in plans and specifications . In addition, as a measure of continuity, we recommend you retain us to provide geotechnical cons -ruction monitoring services during utility and pile Foundation installation . This will allow us to make modifications to our original recommenda- tions should conditions warrant, and to provide an immediate and ongoing source of expertise and judgement to help keep your contrac- tor on schedule and avoid work stoppages. If we are not retained to perform these services , ECI cannot be responsible for the perfor- mance of utility trench preparation or backfilling , or for the performance of catch basin, thrust block, or utility line foundation support systems, or for any other geotechnica�ly-related aspect of the project . W�a trust the above information and discussion will clarify the practical and economic utility line support_ alternatives available, and the potential risks involved in each, he also hope this will assist you in your decision regarding which support alternative to Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 8 use . If you have any questions regarding the content of this letter, or any other geotechnically-related aspect of the project, please call . Very truly yours, GN 4f wAs EARTH ^CONSULTANTS, INC. `ram' biM�ti Glen Mann, P. E. `�.0. TEREoc,�� Vice-President /0NALtN C.C. Mr. Don Monahan; City of Renton Mr . Ron Olson; City of Renton Mr. Jim Hansen; City of Renton Mr. Chuck Price; City of Renton Mr. Bob Bergstrom; City of Renton Mr . Wayne Gibbens; Engineered Systems Inc. Mr. Harvey R. Hendrickson; Leary Construction Mr . Kelly McBride; Douglas Mulvanny, Architects tea= Earth Consultants. Inc. tV-q4 4- Earth Consultants Inc. 0MGeatechnicatElagintiers,Gtolowsce &Environmmtal scientists November 5 , 1987 E- 3365-1 a. Mr . Mike Wensan "OV S 1987 c/o Douglas Mulvanny, Architect 12200 Northup Way Bellevue, Washington 98005 Subject: Geotechnical Consultation Utility Line Relocation and Support Proposed Commercial Development Renton, Washington Reference: Subsurface Exploration and Geotechnical Engineering Report for Exit 7 Center by Rittenhouse Zeeman and Associates W-4610, dated 9/5/85 Underground Utility Design Considerations letter by Rittenhouse Zeeman and Associates W- 4610, dated 10/27/87 Earth Consultants, Inc. Geotechnical Engineering Study Proposed Restaurant Renton , Washington E-3365, dated 10/14/87 Gentlemon: At your request, and within the scope of our proposal , we have reviewed the referenced reports, and discussed the ccoposed design and construction plans with you and your cnntractz r. The purpose of our review is to evaluate the conditions existing beneath the subject site and, on the basis of these data, to provide practical and economical alternatives for utility line relocation and support. We understand you have discharged your previous geotechnical engineer, Rittenhouse Zeeman and Associates, before engaging us as your geotechnical engineer of record for these services. Project Descri tQ ion on the basis of our data review, performance of our referenced study, and our discussions , we understand you propose to develop the majority of this site by constructing two structures in addition to the proposed restaurant. One structure, at the south end of the site, is to be a one-story retail facility and will be built in the 1805-1361a Place N E.Swle 101.Bellevue.w.o gton 98005 Bellevue 12%1 6433 3 780 Seame 12081464-1504 222 E 26M Slf"( Suite 103.PO Box 111744 Tacoma.Mshinolon 96411 9998 TACOMa(206)27'.MOO q t q Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 2 } near future, while the other eastern building, a three-story office structure, will be constructed in the future Both buildings are to be pile supported. 9 Ccupled with this construction is a utility line installation program incorporating a new sanitary sewer , a storm drain and a water main. Your most pressing concern at this point is to deter- mine the most suitable location for these lines and the most appropriate method of supporting them. These prob.ems are compounded by the presence of varying thicknesses of peat which underlie much of the central and southern parts of the site. The peats , and in some areas organic and clayey silts, range up to about thirteen ( 13 ) feet, or more, in thickness and, in spite of some earlier surcharging efforts , are still relatively soft and ccxpressible. Because of these conditions , you are also concerned ab%ut the options available for support of both the utility lines and catch basins and manhole structures. Water Line Ycur civil engineer and Mr. Chuck Lie of our office have previously discussed potential water line relocation efforts . Based on their discussions , and our in-house review of the presently available data, we concluded the most practical and economical location for this line was to move it to the east and north away from the deeper compressible soils . Yc,r revised water line plans now indicate the lin.: is to enter the site from Northeast 43rd Street in the access roa,l between the two proposed buildings, then to extend in a generally northerly direc- tion for about three hundred ( 300 ) feet to a point about level with the north end of the proposed eastern structure. At this point, it will make a right angle turn and extend to the west for about one hundred ( 100) feet where it makes another right angle turn to the north. It then extends to the north to exit at the northern site boundary. Based on the subsurface conditions encountered in the borings and teat pits within close proximity to this line , we believe this rc-location will tend to place virtually the whole line in the somewhat more competent and less settlement susceptible soils. By so doing, we believe it will be possible to support this utility in a the existing reasonably compact site fill soils . While the scattered underlying compressible soils in this area are likely to undergo some movement , we feel the earlier preloading efforts coupled with removal of between two and three feet of Earth Consultants. Inc. Douglas Mulvanny, Architect E-3365-1 November 5 , 1987 Page 3 surficial fill , and the use of flexible couplings or joints, will be sufficient to counteract such movement . Providing the above precautions are taken, we believe the long term risk of settlement- related utility line damage is likely to be low and of a degree acceptable to a prudent person. A concrete thrust block will be located at each of the right angle turns in this line to resist the internal water pressures . We believe , on the basis of the subsurface data presently available, these thrust blocks can be located in and suppDrted on the recom- Iacted in-place soils without suffering detrimental settlement- related movements. It should be possible to accommodate any minor movements that do occur by the use of the above mentioned flexible pipe joints . Sanitary Sewer F.t the present time, it appears that the installation of a sanitary sewer line to serve the entire site is unnecessary , particularly since the eastern building which will rely on it most is not being built in the immediate future . however , it will be necessary to provide a sanitary sewer tie-in for the southern building and the proposed restaurant. Since there is an existing sanitary line just to the west of the site, it appears to us the most practical option is to tie these two buildings directly into this line by the shortest possible route. -he City earlier indicated that the existing line is constructed predominantly on a fill which was placed after most of the soft and compressible soils were overexcavated. Some sagging in the vicinity of the property line was observed in a recent television evaluation of the line, but it was apparently on the order of only about two and one-half inches and was not seen as detrimental to that line . In the case of the proposed restaurant, we believe the supporting soils are sufficiently competent that, provided flexible joints are used , this connector should not be subject to settlement-related damage . i In the southern buildino the potential alignment is underlain by moderate to substantial amounts of compressible soil . The proposed tie- in connector now extends about fifteen ( 15 ) feet from the building to the existing sanitary line . Since the building and the existinq line are essentially fixed in place, it is possible this tie-in could be subject to settlement which could lead to pipe or Earth Consultants. Inc. i Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 4 i connection ruptures . To avoid this , we believe it will be ap- propriate to include a flexible joint at about the midpoint of the line and at the building to accommodate any pipe movement without damage. Alternatively, you could support this line on driven timber piles , but this could cause the pipe to be too rigid and, although we do not envisage this problem over such a short distance, it could suffer possible overstressing and failure over time. Since the existing line is relatively shallow, it is likely the connection excavation will not require temporary shoring, though it will need to meet appropriate federal , state and local safety standards . Looking to the future , your civil engineer has also indicated a proposed location for an extension from an existing manhole in Northeast 43rd Street which is located approximately one hundred ( 100 ) feet east of the western site access road centerline. This extension , which must be installed before or during future LID- r_lated road improvements, will be connected to another manhole in the landscaped area between the sidewalk and the street. The future sanitary line will then extend to the east in this landscaped area to serve the eastern building . We believe it likely the extension from the street to your property will need to be pile supported . That being the case, we recommend driven timber piles with a minimum tip diameter of eight inches be used. They should be located at each pipe joint and at mid-span of each pipe section. We recommend they be driven at least tour feet into the underlying denser native soils. If piles are used to support any of the lines , we recommend as a minimum requirement that each pipe joint be pile supported . You should consult either your structural engineer or the sanitary pipe manufacturer to determine if the pipe will span the distance between piles without suffering overstressing or potential breakage. If their opinion indicates additional piles shculd be used at the pipe midpoints , such additional piles should also be installed. We understand this should present no real difficulty since yo:'r piling contractor will already be mobilized to install the building fcundations, and an additional few piles should not add signifi - cantly to the project cost. Storm Drain TFa last of these lines , and the one that appears to pose the major problem, is the storm drain line. This line comprises a combination of twelve ( 12) and twenty four (24 ) inch diameter corrugated metal Pipe (CM.P ) which directs flow towards and connects to a buried fifty-four ( 54 ) inch diameter detention tank. This detention tank, one of a pair, will be bedded on generally competent materials and Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 5 is unlikely to undergo settlement-related movement of any sig- nificance. However, the storm line extends over a considerable d,?pth of compressible peat and organic silt . This line also incorporates several catch basins which are, we understand , settle- ment sensitive. Given these conditions , what are the potential risks involved in storm drain installation? First, there is a risk the catch basin structures could settle relative to the line. If this were to oc=ur , it is likely the connections between the structure and the line would rupture partially or completely. This would probably lead to periodic leakage from the structure or the line into the surrounding soil . In time , this would cause a softening and deterioration of the soil , most of which forms a pavement subgrade, and would probably result in slow deterioration of the pavement which would ultimately require a relatively expensive remedial treatment including some degree of repaving . Second, there is the risk the structures could remain undisturbed and the line could sag between structures . Over time this would probably result in pipe joint leakage or possibly pipe or joint fracture . The results would then be similar to those described above . Lastly , both of the above situations could occur with similar results . I.n. our opinion, none of these scenarios is acceptable. To avoid them, we believe there are two practical and economical support alternatives available to you . The first , which essentially eliminates the risk of any catch basin or pipe settlement, is to pile support the Cull length of the line. As pointed out earlier, your piling contractor will be on-site and it will be a simple and r-asonably economical step to add a few piles . However, the same support criteria outlined for the sanitary line will apply here , too. Furthermore, this will create a "rigid" pipe which will now stay in- place while the surrounding ground settles . This will create a "hump" in the pavement over time and this could be a more severe problem than that caused by a small degree of settlement . The second alternative, and the one we recommend to you, consists of providing some additional "stiffening" to the catch basin 's support- ing subgrades , the inclusion of flexible pipe joints , and the addition of some extra drainage material around the pipe . The subgrade .stiffening can be achieved by placing a layer of relatively stiff Tensar SS-1 Geogrid on the recompacted structure cubgrade and Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 6 overlaying and encompassing it with about twelve ( 12) inches of compacted granuler structural fill . This fill should be placed in loose lifts not exceeding six inches in thickness and compacted to at least 95 percent of the maximum dry density, as determined by ASTM Test Desiynation D-1557-78 (Modified Proctor) . The area of treatment should extend at least five feet beyond the perimeters of the structure. By this means , the structural loads can be dis- tributed over a greater area , thereby reducing the contact pressures and, as a result, reducing the potential for settlement. As an adc.itional precautionary measure , the bottom of the trench excavation should then be recompacted with a plate tamper, then lined with an impermeable membrane and covered with a layer of clean free draining gravel or washed rock . Approximately twelve ( 22) inches should be sufficient. Impermeable vi.squeen sheeting or a oeotechnical fabric liner will be adequate for lining purposes . This lined drain layer should be connected to the relief drain which will be installed beneath the detention tank, thereby providing a mans of transporting any future leakage to discharge under control to the north of the site. The flexibly connected pipe should then be bedded on this free- draining layer . Trench backfill should then be placed in loose lifts not exceeding ten inches in thickness and compacted carefully tc 90 percent of maximum dry density, as determine-3 by ASTM. Test Designation D- 1557-78 ( Modified Proctor) , up to a point two feet beneath final site grade. The upper two feet should be compacted to 95 percent of the maximum dry density to provide a sound pavement subgrade. This and/or the gravel layer would then provide a path fcr leakage and would allow it to be directed to the catch basin structures without causing any significant deterioration to the surrounding soils. Another precautionary measure is to place a :.beet of geotechnical fabric over the backfilled trench alignment to help reduce the potential for traffic-induced trench fill settlements. The fabric, and we recommend a Mirafi 50OX or its equivalent, should extend at least five feet beyond each side of the trench and should be placed .zrmediately on the prepared and compacted roadway or parking area subgrade. This fabric will provide some additic;zal strength to the pavem^it section and will help to distribute the traffic wheel loads over a greater area of subgrade. In turn, this will tend to reduce the traffic affects on the compacted trench fills, thereby reducing the potential degree of settlement. Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5 , 1987 Page 7 Because of the potential for differential and irregular settlements beneath the pavement areas , you may also wish to extend the geotech- nical fabric over the mere heavily trafficked subgrade areas. Over the long term , we believe this could prove beneficial to the pavement performance. Limitations and Additional Services The opinions and recommendations provided in this letter are based on the subsurface conditions encountered in our referenced study and recorded in the earlier Rittenhouse Zeeman and Associates ' study, the design information yoL, provided us , and our experience and engineering judgement. They have been derived in a manner consis- tent with that level of care and skill ordinarily exercised by other m,,rrbers of the profession currently practicing under similar conditions in this area . No warranty is expressed or implied. You should also understand that subsurface conditions are subject to a wide range of variations both between exploratory locations and over time. You and your contractor should be prepared for this and should make provision for dealing with such variations in both your budget and schedule . Because of the relatively complex and settlement-susceptible conditions , the potential difficulties involved in utility line installation, and the need to monitor subsurface conditions, we recommend you retain us to review the final design plans to verify our recommendations have been properly interpreted aad included in plans and specifications . In addition, as a measure of continuity, we recommend you .retain us to provide geotechnical construction monitoring services during utility and pile foundation installation. This will allow us to make modifications to our original recommenda- tions should conditions warrant, and to provide an immediate and ongoing source of expertise and judgement to help keep your contrac- tor on schedule and avoid work stoppages . If we are not retained to parform these services, ECI cannot be responsible for the perfor- mance of utility trench preparation or bacKfilling , or for the performance of catch basin, thrust block, or utility line foundation support systems, or for any other geotechnically-related aspect of the project. f Earth Consultants, Inc. Douglas Mulvanny, Architect E-3365-1 November 5, 1987 Page 8 We trust the above information and discussion will clarify the Practical and economic utility line support alternatives available, and the potential risks involved in each. We also hope this will assist you in your decision regarding which support alternative to use. If you have any questions regarding the content of this letter, or any other geotechnically-related aspect of the project, please call . Very truly yours, EARTH CONSULTANTS, INC. !,pf wA4f',41, - r O 4 tQ t Glen Mann, P. E. rrit �� 5 Vice-P- esident �S�OInv AI C.C. Mr. Don Monahan; City of Rentog, Mr . Ron Olson; City of Renton Mr . Jim Hansen; City of ncnton Mr . Chuck Price; City of Renton Mr. Bob Bergstrom; City of Renton Mr . Wayne Gibbens; Engineered Systems Inc. Mr. Harvey R. Hendrickson; Leary Construction Mr. Kelly McBride; Douglas Mulvanny, Architects Earth Consultants. Inc. PR INSTRUCTION CONFERENCE (.✓- r�49 PROJECT: �X,"f '� _ DATE: 1013'oldc-7 ADDRESS/LOCATION: / G s/ a PROJECT 0 PERMIT U WORK ORDER G k****kkAk*RkR*k***R*Ak***k*kRkAk#*R***R**k#*k*A*A*#RAk#k#**AkAR*k*****AR##**A#k#RA* THOSE IN ATTENDANCE NAME COMPANY PHONE e 3S-Z6 3� ASDout, GAPoua ' CiIY - InsvFitetL 235- 2631 ; C l'r/A.2 \ /p i�� _ 1 to N1 r'i) r r /,�'►:�_ _ `J11'-D c ( BUB S"rEfCcN �RCIF�C q,W BELL 23�36oq ji - � yt lF Air /O*t -Diane S6z- 414! - / r dY..a� e (10-sboT �fo� 4ZSg r WA &)a Gi ear.-.A v C''a'�ar� `J�SrtH:,s fur �1z_ F. Mitch Treece Project Manager (iNwit, /lw+� ►��i LV "MI CONSTRUCTION +.+ 55 Bay Street Seattle, Washington 98121 Telephone. (206)661-0635 W,IE M'Y}En tk th JYL S; 6 a x. _ *-�.w+ia�;r�c�r+a':!r�a�'.o..•��•r-ec, •-•-r,�.•.�s.�r..a.rr:r- '^,- SPEED LETTER TO: { r �. -t_<1 !y1 DATE: PROJECT: SUBJECT: )-1 6-" • *,!�!rr� .+d`f a-. .' .J- Jill — — vat a" u . - (Signed) v„u' . WI NW 4w-. _ S-4os j �;t 'r S� i t ►�Q��d o►►W, �bK trt,a feat (0 i * llC��t rW1T (Diu Souir IV QsPleT of fwhM6m(. Spwfn (J1' 15 1 pfpK� FRM -sT fU 'MNAIft P1PE . l Y 3 A Wee ). �fM'fA#C';bq. 011% Mrrftc 9NU" ris e+ AT Nit OWw "Det cvcwr M'M) huoc Po pcniRFo is wokw4k lithe OL AIL tdu Tfutotid +u A! CbKE W';rN',N SI-M 04" 0 OR+n To i�r\P. Paso �{ IKItEAD7 ceustltier�0 _ F;eeEp rF++re ';u PvAee. 5O iL POW FRe TH ([NiU I.TAUT) to SusN Cr Mew' ¢*-Po¢T ►W gti6ript ',U AC lks- riwap raw tc .L 6FPoaT HM 0QOO Su wt rrEr ry C1 N For., ;2E u"RAu ♦ PPree v*c. _ ou kAw C'�1SiY6 ew Mf Av" %t . AV PAf" MW 1Eu, %at bwk pF SE of: 5 &M, Q PEftuoic J;o ncC "two Pof&K%T- JIQ#4E•r TO SC {cEft C(CA" - I"ffl'L Caw"was. P;Aw tG PIC C4AN`-'rTEo iew APPArv&4- ;F klt2Wl. IV ¢k!w C fm< sloe- o'F Pusfrc' Uor A+e Se-) - 10Ye "OK6 o IE QrxY' M ylLecsEo q� G='! �i Rr coMP I M 6w WONA - mb E'pYTlr4(- NN mpg. ) -W ;MIPfiVXW REak%lt(V p 4)16UPUM hQT AVPR.vX0 Al "K.-S -LIME rlfSlfY lu ,�Cv Ai.. LstcE( Ciptu/K,!- � e0 �' g41 tf 1e hr SA 6 f-i+nw ♦ " e � iaafib �STC4h AfS�Efn Mkt AE 0.4:Y4p tl Pic 1+f4. -1APT- V� e TELEVISION INSPECTION REPOh r DATE C,Ty JOb No. L-ioi27/87 Lear Construction 87121 T(tnn,<4n Inipectbr wanner CueNa by NBOOrt N. Tam No None Cloud --- 18 1B rryrm M M No ?,M Dgmplpr JO•M�angln $anion 11r1gtn JOmr Typa Pap Mita��ei 10 M.M.NO 152a IMtr. CO'nc 2 MANHOLE DATA � � MH No 1 --1-2— LOCATION '- Oepth_3 ' 4„ I-405 D/C P.C. Foctege Photo Problem 1/1 Type No. Code COMMENTS (VHS ) GPM Leaks_, _ Condition Poor Good 0 MH #1 Start run 000 _ Recom. Rehab._ 152 MH #2 End run 1424 t NOTE: Pipe has deterioratio PIPELINE DATA in the toP of ipipe Cleanliness Poor Alignment_Good Grace Fair MH numbers labeled 1- Age Unknown against flow South Condition Pnnr % Est. Leaking Joints Other_ RECOMMENDED REHAB. Clean Yew Remove Roots Grout(%iomts) Reline Replace Other LEGEND SP - Broken Pipe CC - Circumferential Crack LC - Longitudinal Crack G - Break in Grade L - Leak PT - Protruding Tap ST Service Top St = Service Lett SR Service Right R Roots U Unpassable Page___of_ GELCO GROUTING SERVICE 9 P.O. Box 7247 a Salem, OR 97303 a Phone: (503) 364-1198 ---E I— -- - TELEVISION INSPECTION REPOHi DATE CITY Jep No. 10 23 8-7 Leary Construction 87121 Techne;pn i Weather Cleanea by Report No. tape No n]oeCtor P. Bendel None I Cloudv Gelco 2B 1B Form M.H No pipe Diameter to-nt Length section Length Jomt Type Pipe Matenei To M M Na 2 12" 15 ' 246 ' Mtr Conc 3 MANHOLE DAT.` MH No. 2 1 3 LOCATION Depth 3 3 ' N.E. 44th & I-405 PC PC Footage Photo Problem COMMENTS FiL Type� No. Code VES Leaks No No Condition Good Good #2 Start run 424 Recom. Rehab. MH #3 End run1 PIPELINE DATA Pipe had deterioration at the Cleanliness Poor/grease top and some grease build-up Alignmen! Good on top and sides of pipe . Grade Good AQe Unknown Condition Good MH#3 transitions from PVC to % Est Leaking Joints 12" diameter DIP going with Other_ the flow RECOMMENDED REHAB. Clean Grease Remove Roots Grout(ao joints) Reline Replace Other LEGEND SP = Broken Pipe CC = Circumferential Crack LC m Longitudinal Crack G s Break in Grade L = Leak PT = Protruding Tap ST = Service Top SL Service Left SR = Service Right R = Roots U Unpassable Page_d GELCO GROUTING SERVICE 9 P.O. Box 7247 a Salem, OR 97303 a Phone: (503) 364-1198 TELEVISION INSPECTION REPOH i pnrE CITY JOD No 10 23 87 1 Leary Construction 87121 Tecnnm:en mspacior We.me cle.n eD oy eepon No Tape No P. Bendel None Cloud Gelco 3B 1B POrm M.M.No P'D.pomeNr Jmnt Lengrn SeWon Lengm Jo,nr Type Pioe M.w..' To M.N.No 3 12' 12 ' 13i ' RG PVC 4 MANHOLE DATA MH No.-3 4 LOCATION Depth 3 ' N.E. 44th & I-405 P.C. Footage Photo Problem VI Typeg No. Code COMMENTS (VHS ) GPM Leaks No Condition Good 0 MH #3 Start run 1064 Recom. Rehab. 137 MH #4 End r ❑ f1435 ) PIPELINE DATA Cleanliness.0 norl Alignment Good Grade Good _ Age Unknown Condition Good % Est. Leaking Joints _ Other RECOMMENDED REHAB. Clean Remove Roots Grout!%joints) Reline Replace _ Other LEGEND _ SP = Broken Pipe CC — Circumferential Crack LC — Longitudinal Crack G = Break in Grade L — Leak PT = Protruding Tap ST = Service Top SL — Service Left SR = Service Right R — Roots U = Unpassable peg.--OI GELCO GROUTING SERVICE . P.O. Box 7247 a Salem, OR 97303 • Phone:(503) 364-1198 ENDING F FIL FILE TITLE � V Y 9yq � x:t A4. ;� A et. , i s c4r , i Exit No. 7 Retail Shops Main.. E. 44th St j- +. � "IV .moors 1 IV�,��''w� �""' 311=4 d0 UNINN1038 City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MFR DATE METER SEA BKFL ROUTE ACC UNT CLASSIFICATION CODES FIAT FLAT FIAT FIAT CD INST METER NUMBER NAME LOG CODE 07 000 _iu LL CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO O8 00,0 MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR WC 09 000 1i1i WATER SEWER i1BTRO GARBAG3 MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FLAT FLAT FLAT CD INST METER NUMBER NAME LAC CODE 07 po0 �T _n I I I CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 09 000 f MAILING ADDRESS CITY - STATE ' ZIP CODE SEA MTR LAC 09 p00 � WATER SEWER METRO GARBAGE MLR DATE METER SEA BKPL R UTE ACCOUNT CLASSIFICATION CODES FLAT FLAT FIAT FLAT CD INST METER NUMBER NAME LAC CODE 07 poo � CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO Aa noo MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOC 09 0 o O 1 CITY Of RENTON UTILITY ENGINEERING No ♦ ♦ 200 MILL AVENUE SOUTH .f, < RENTON, WA 98055 PHONE: 2'.'-26;1 ORDER FOR WATER SERVICE INSTALLATION Account No. Meter Charge f rJ t Mork Order No. Less Stub Service Credit Sundry Sale No. Down Payment System Development Charge In City Yes['. No 0 Late-Comers (City) On Sewer Yes 0�No (Others) Water Usage: Residential Commercial Q'Industrial TOTAL FEE S , Other Meter Size _b /` !'r INSTALLATION: Size Service _ Temporary Hydrant Meter Yes 0 No CT Meter Make _ Sewage Exempt Meter Yes CErNo C3 Meter No. Fire Protection Service Yes Ca'No 0 Date Installed Comments: Service Address /7/7 ,t;i^ 4 OF r 4 ,j"i Legal Description rit A. 70>4e 7,5 /6 4 io77dcN� O l Saqna&lc CROSS CONNECTION CONTROL: Backflor Protection Device Required Yes fb If Yes, Type of Device: Reduced Pressure Backflow Device O A ra Douole Check Valve Assembly 0' r Air or Pressure Vac Breaker Make of Device Model _ Serial No. Size Date Device Installed Meter No. File No. Owner's Me" / - _ j Phone _ Address /1_.v.:: CitY Cje; c CVoe State Ziv o � Contractor's Name Phone .Address City State Zip Area Served by Renton Water L-�-r Seattle Water Seattle Water Code No. Temporary Service Agreement Yes No Qi ^^ If Yes, Agreement Recording No. Service [0 6e Located on an Easement Yes WHO [B If Yes, Easement Recording No. Is There an Existing Stub Service Yes 0 No Q l If Yes, Water Project No. W- Existing Late-Comers Agreement Yes f Yes, Agreement No. t1J- 6OL- YOA,y In Favor of _ Address City State Zip Charge S System Development Fee Yes Q`"-No 0 If Yes, System Development Fee Based on -) Squary Feet THE UNDERSIGNEO SUBSCRIBER REQUESTS THE CIrY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED riERCON NND PROMISES TC PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE .,ITY OF RENTON'S SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FUR rFE PURPOSE FOR WHICH THE WATER IS TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS 15 IN ACCORDANCE WITH CITY FF RENTON CODE, CHAPTER 2, SECTION 3-203. White - Utility Billing —� Si9 e o et as .gent pate Yellow - Engineering Pink - Water Shop .r Gold - Customer g o en on ut ,muang Agent Date City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FLAP FIAT CD INST METER NUMBER NAME LOC CODE 07 000 .. 1 ; , , _ I L_ CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO O8 000 ----------T— _r MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOC WATER SEWER METRO GARBAGE KM DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FIAT FIAT FLAT ('D INBT METER NUMBER NAME TLOCT�CODE 07 OOO, 1 CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO MAILING ADDRESS CITY - STATE Z:P CODE SEA MTR IOC 09 000 I . WATER SEWER METRO GARBAGE MTE DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FT-AT FIAT FIAT CD INST METER NU`HaR NAME IOC CODE 07 opp _j-�-17 1 I , , , CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO OS Ooo ' MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOG U9Io00 , , e r . i . I 1 1 , r 1 • 1 1 , I , 1 , , . e 1 I ! 1 r , , , , . , f . Ll 1 e_l 11 . L J 1J—I l_t , , , t LL_J—LJ , i1 J— L e 1 CITY OF RENTON L UTILITY ENGINEERING 10. 0r 1959. ♦ �(/ ♦ 200 M!LL AVENLE SOUTH PHOTON, WA 98055 PHONE: 215-2631h;1 ORDER FOR WATER SERVICE INSTALLATION Account No. Meter Charge $ Work Order No. Less Stub Service Credit Sundry Sale No. Down Payment AO'�[<>�.. ' ' System Development Charge 'A4r40 OKI- (e. In City Yes No 0 Late-Comers (City) On Sewer Yes Ln-�o (Others) a Water Usage: Residential Coanerclal Industrial 0 TOTAL FEE g (IM Other :F'n-' i > ie J I/` INSTALLATION: Meter Size Size Service _ Temporar, Hydrant Meter Yes No Meter Make Sewage Exempt Meter Yes El No d Meter No. Fire Protection Service Yes No G ^ Date Installed Comments: Service Address P7/7 Ale 40YL4 S 7- Legal Description may, 7'Poc rS 1fij g A8 f' L0 , ', 4'r4.t — SEE R+>7Xcsv10 Argoazsf 4 c(_A k- cgrW. une CROSS CONNECTION CONTROL: Backflnw Protection Device Required Yes Q No If Yes, Type of Device. l Re. Reduced Pressure Backflow Device 0 Double Check Valve Assembly Alt or Pressure Vac Breaker Make of Device. Model Serial No. _ Size Date Device Installed Meter No. File No. Owner's Name f xiT 7 i,,.i t� Phone Address ,[) SOL) .M(r 23 A-'C 9w /zi/ 7 City dti'Le✓or State zip `/(50C) Contra,tor's Name Phone Address City State ZIP Area Served by Renton Water Li /Seattle Water Seattle Water Code No. _ Temporary Service Agreement Yes 0 No D" If Yes, Agreement Recording No. r Service to be Located on an Easement Yes �No If Yes, Easement Recording No. Is There an Existing Stub Service Yes O No If Yes, Water Project No. W- s Existing Late-Comers Agreement Yes No If Yes, Agreement No. In Favor of Address City Stage Zip Charge $ System Development Fee Yes 21 No If Yes, System DeveloPment Fee Based on Fod i4 Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEPEON AND PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITY OF RENTON'S SCHEDULE OF RATES WHICH °4ALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER IS TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER, THIS 15 IN ACCORDANCE WITH CITY OF REN1"0N CODE, ChAPTER 2, SECTION 3-203, We.i to - Utility Billing 97L9arttwte 'CA VAMCll on AgtntYell ow - Engineering Pink - Water Shop t'�"'i ...J/ Gold - Cistomer C ty o, ;nton Aatuzug Agut '��itart City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER t!ETRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FLAT FIAT CD INST METER YN46ER NAME LOC CODE 07 000 CUSTOMER NAME _SERVICE ADDRESS SEATTLE ACCT NO ' u MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR IOC 09 O,o0 WATER SEWI,R METRO GARBAGE MIR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FLAT FLAT FIAT CD INST METER NUMBER. NAME IOC CODE 07 0O0 . , 'TT1 CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO �u MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOG WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FLAT FIAT FIAT CD INST METER NUMBER NAME LOC COIF 07 O o o I 77�- --177TTl . . . . CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 Ooo MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOC 09 0 o O •`1 i ' ONO CITY OF RENTON UTILITY ENGINEERING2DO MILL AVENUE SOL'TaRENTON. WA g8055 PHONE: 235-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. - _ ! Meter Charge $ Work Order No. Less Stub Service Credit Sundry Sale No. Down Payment �-�y System Development Charge /'e•�' /' In City Yes[ No late-C-9ers (City) On Sewer Yes a so E] (Others) Water Usage: Residential ❑ Commercial [-'Industrial 0 TOTAL FEE $ Other � rr INSTALLATION: Meter Size � QYs.L.(.Q.I.C✓ Sim Service Temporary Hydrant Meter Yes NO !�� Meter Make Sewage Exempt Meter Yes No�w Meter No. Fire Protection Service Yes C3 No LJ Date Installed Comments: Service Address / )) 'T ei1' Off y-ti S-T Legal Description /bat >ell- 7,3 /91.; A /,54 4+ --- tQ LL1LCndt �— CROSS CONNECTION CONTROL: Backflow Protection Device Required Yes 0 No t2;1 If Yes, Type of Device: Reduced Pressure Backflow Device 0 Double Check Valve Assembly Air or Pressure Vac Breaker Make of Device Model _ Serial No. Size _ Date Device Installed Meter No. File No. Owner's Name Fr , / Phone Address _yr') `%cU A/C #' !S i7 City rlca.tyJe State Zip Contractor's name _ Phone Address City State Zip Area Served by Renton Water Seattle Water Seattle Water Code No. Temporary Service Agreement Yes U No a If Yes, Agreement Recording No. Service to be Located ^n an Easement Yes C311�*o If Yes, Easement Recording No. Is There an Existing Stvb Service Yes No Cj3'�If Yes, Water Project No. W- 1 Existing Late-Comers Agreement Yes C�Ko CJ If Yes, Agreement No. In Favor of Address _ City Stat, Zip Charge S System Development Fee Yes 2'40 O If Yes, System Development Fee Based on r"PA ' U Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATLR AT THE PREMISES NOTED HEREON AND PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN kCCORDANCE WITH THE CITY OF RENTON'$ SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER IS TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'i RULES AND REGULATIONS IN FORCE, RELATING TO THE FURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. White - Utility Billing gnatute 04 0=i oA Date ��— Yell ow - Engineering - Pink - Water Shoe Gold - Customer Uty of/ Renton Authouz,Lmq Agent ¢ LEGAL DESCRIPTION THE LAND REFERRED TO IN TH?S COMMITMENT IS LOCATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND DESCRIBED AS FOLLOWS: THAT PORTION OF TRACTS 183 AND 184 OF C.D. HIL,MAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE. DIVISION NO. 3, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 81 , IN KING COUNTY, WASHINGTON, LYING EASTERLY, SOUTHERLY AND WESTERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONDEMNED FOR HIGHWAY PURPOSES BY THE STATE OF WASHINGTON UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 613780 INCLUDING THAT PORTION OF BOUNTY ROAD VACATED BY ORDINANCE NO. 2111 OF THE CITY OF RENTON. SITE & BLOG . STATS. SITE AREA : 156,942 S.F. (3.603 ACRES) ZONING: B-1 BUSINESS DISTRICT BUILDING AREA: DRIVE-IN RESTAURANT 3,800 S.F. ' RETAIL SHOPS BUILDING 11 ,420 S.F . THREE-STORY OFFICE 33,900 S.F. TOTAL BUILDING AREA 49,120 S.F. A4 IMUM SITE COVERAGE: 65X 102,012 S.F. ACTUAL BUILDING COVERAGE : 31% t —V • THIS SPACE RESERVED iOR RECORDERS• !'leneer National Title Uwrance Company �c: ITT WAtN1NaTON TIrLa DIVISION R:.x IMP Filed for Record at Request of M(/)M < r�aR P t]o 0 to ar 0-��,'ter o�`�1�t. Ci��Cr� •<;«Z .fir v TO City of Renton ? m D.�� 200 Mill Ave. S. Renton, WA 98055 e_'12/29 40207 D pern F 5, 00 t ruc_u_c.� x,N:*w�5.00 SS 0 BILL OF SALE ` aRei 0 pNOW ALL MEN BY THESE PRESENTS: That Exit 7 Corporat-on 0) of Bellevue N County of King , State of Washington, the part ies of the first part. Nfor and in consideration of the surn of One Dollar and no cents Dollars CC) lawful money of the United States of America, to .en in hand paid by the City of Renton C0 the part ies of the second part, the receipt whereof is hereby sci nowledged, does by these presents grant, bargain, sell and deliver unto the said parties of the second part, t',e following described personal property now located at 1717 II.E. 44th in the City of Renton , County of King and State of Washington, to-wit: W-944 Approximately 565 LF of 8" ductile iron pipe and 2 existing fire hydrant assenblies and 8 gate valves and all appurtenances pertainint to said water train expressly warranty said water train against any expenses, coats or leina, heretc incurred thereon by, through or under seller herein. TO HAVE AND TO HOLD the same to the said part ies of the second part, their heirs, executors, administrators and assigns forever. And said parties of the first part, for their heirs, executors, administrators, covenants and agrees to and with the said part ies of the second part, their executors, administrators and assigns, that said part ies of the first part is the owner -- of the said property, goods and chattels and ha s good right and full authority to sell the same, and that their will warrant and defend the sale hereby trade unto the said part ies of the second part, their executors, administrators and assigns, against all and every persor. or persons, whomsoever, lawfully claiming or to claim the same, IN WITNESS WHEREOF, The said parties of the first part bA ve hereunto set heir and and seal this May 20, 1988. datt/o� _ (SEAL) (SEAL) STATE OF WF.SHINGTON, --- (�L) sa, Ccunty of ; On this day personally appeared before the to me known to be a individual described in and who executed the within and foregoing instrument,�ai:d acknowledged that signed the same as �• e g �t}g free end voluntary act end deed, far the? uses and purposes [herein mentioned. pp / /�� ,p .. .. . GIVEN under my hand and official seal this O�,r1 of /rl6-11 2 f ! g taokar �Cee _Frit7 Nat prDllc is awd for the State of Weilingtor, � t' •ng at SO FOR RECORD AT REQUEST 6i UTILITIES t1 CFFTEOF THE CITY am WITCH MOIRCPAE RK E A S E M E N T 200 MRl AYE$0. RERTOB.WA NO THIS INSTRUMENT, made this -114L day of ( 1989 by and between E.)d-7 Thy . and — and er'c'O1 G and — and hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation cf King County, Washington„ hereinafter called "Grantee" . WITNESSETH: qq That said Grantor(s), for and in consideration of the sum of b 1 .00 ONE DOLLAR Al NO/100ths) paid by Grantee, an other va uab a consideration 00 by these presents, (� grant, bargain, sell, convey, and warrant unto the said Grantee, its C�2 successors and assigns, an easement for public utilities (including water rl and sewerl with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particular). described as follows: x C rf WATER EASEMENT 7� . rn nv:m That portion of Tracts 183 and 184 of C.D. Hillman's Lake Washington.c rn G Carden of Eden Addition to the City of Seattle, Jiviaion No. 3, according to the plat thereof recorded in Volume Il of plats, page ti8'1.,p 7 fR in King County, Washington, lying Easterly, Southerly and Westezly ot�z Primary State Highway No, 1 as condemned for highway purposes by th 'e State of Washington under King County Superior Court Cause Number 6137dO, including that portion of county road vacat._ by Ordinance No. 2111 of the City of Renton; more particularly known as Lots 1, 2 and 3 of City of Renton Short Plat No. 011-81 , Recorded under Auditor's file No. 8802169005, Records of King County, Washington. That portion of the above described parcel being 5 feet on each, side of the following described tenter line of an existing water line: Commencing at the Southwest coroor of said parcel , being the intersection of the North margin of N.E. 43rd Street and toe Easterly margin of Primary State Highway No. 1; thence South 88-45'-09" East along said margin of N.E. 43rd Street 409.49 feet to the true point of beginning; thence North 01-14'-51" East 19.00 feet to point 'A'; thence continuing North 01-14'-51" East 146.74 feet; thence North 88 -45'-09" West 102.38 feet; thence )rth 01-14'-51" East 7.21 feet to Point 'B'; thence continuing North 01-14'-51" East 83.50 feet to Tolnt 'C'; thence continuing North 01-14--51" East 18.59 teat to a point on a curve on the South margin of N. E. 44th Street, and the terminus thereof, the radius point of which curve bears South 09-07'17" West 308.10 feet. TOGETHER WITH: Beginning at Point 'A'; thence North 88-45'-09" West 40.00 feet. Beginning at Point 'B'; Lhouce North 88-45'-09" West 35.00 feet. Beginning at Point 'C'; thence North 86-45'-09" West 32.22 feet. r r 0T ptnOIARED Deputy Page 1 of 2 4g/- 88- B Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements eristing in the right(s)-of-way shall not be disturbed or damaged, they will be replaced in as gocd a condition as they were immediately before the property was entered upon b; the Grantee. The Grantor 0all fully use and enjoy thk aforedescribed premises, including the rii;,t to retain the right to use the surface of said right-of-way if such use (toes nrt interfere with installation and maintenance of the utilities. However, the gray or shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs aiid assigns. Grantors covenant that they are the lawful owners of the above propert and t at they have a good and lawful right to execute this agreement. `4, 7, and/(. _and r2s: att a.id and N r/ CORPORATE FOR14: STATE OF COUNTY Oi } SS On this day of `) ig��efo(e me, the undersigned, a Notary Public in an fqr the S e of d . duly commissioned and sworn personally appeared (nlcto 1 a.�s"f and to me known to be the Qra3',J4 t and respectively, of VX L7 „� , the corporation that executed the fore- going instru�m nt�and a—kc nowl� a-dg—eTthe said instrument to be the free and voluntary act and deed of said cot ration, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said i(c.trument and that the seal affixed is tTIe corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. Rdtqry Publicin an o at psi ' gat UFM2-z b �. S/ - .0& • 1- COST DATP. : ND INVENTORY • SUBJECT: Water and Storm Sewer CITY PROJECT NUMBERS: W- 944 Exit 7 Retail Center S_ None ME OF PROJECT TO: CITY OF RENTON FROM: R. C. Leary Construction Company UTILITIES DIVISION 200 MILL AVE. SO. 65 Bay Street RENTON WA 98055 Seattle, 11A 98121 DATE: 5-29-88 Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type 565 L.F. OF _ 8 " DIP WATERMAIN -- L.F. OF WATERMAIN 74 L.F. OF 6 " DI' WATERMAIN L.F. OF _ -- -- WATERMAIN _ 6 EACH OF 8 " _ GATE VALVES 2 EACH OF 6 GATE VALVES p -- EACH OF -- -- GATE VALVES Size Type SUBTOTAL $ 30 100.00 EACH OF .-IRE HYDRANT ASSEMBLIES $ -0- (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR WATER SYSTEM $ 30.100.00 SANITARY SEWER SYSTEM: Length Size Type L.F. OF "__ SEWER MAIN L.F. OF SEWER MAIN L.F. OF _ SEWER MAIN EACH OF DIAMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM $ None STORM DRAINAGE SYSTEM: Length Size Type 533 L.F. OF 12 cmp STORM LINE 61 L.F. OF 12 DIP STORM LINE 30 L.F. OF 18 cmP STORM LINE 76 L.F. OF 8 cMP STORM LINE 330 54 01P TOTAL COST FOR STORM DRAINAGE SYSTEM $ 46,280.^0 _ STREET IMPROVEMENTS: (Including Curb, Gutter, Sidewalk) TGTAL COI FOR STREET IMPROVEMENTS $ -0- ��l f yo't� 4 V IGNA — (SIGNATORY MUST BE AUTHORIZED AGENT OR OWNER OF SUBJECT DEVELOPMENT) (' CO/JF/?ri,JG N.<<JC �RL�c /CLUJ T,tSTS O.� O.r� �L�J4c 03 /ci/1C A:q 12�/li6,tTtp.� EX / T M/SS/J Go r i I V I BUILDING DIVISION PRE-OCCUPANCY INSPECTION REPORT DATE: NOVEMBER 16, 1 88 TO: _� DESIGN ENGINEERING DIVISION 1`1 BUILDING FINAL 1✓UTILITY ENGINEERING DIVISION 1_1 FIRE DEPARTMENT 1_1 TRAFFIC ENGINEERING DIVISION 1_1 LANDSCAPE/ZONING FROM: BUILDING DIVISION SUBJECT: EXIT 7 —PERMIT NO... B-13713 1717 NE 44TH STREET _TYPE 3JSINESS. OFFICE BUILDING T:i.e subject project is nearing completion. Please investigate your area responsibility and indicate below either your acceptance or corrections necessary by NOVEMBER 23, 1988 _in order that a Certificate of Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO BUILDING DIVISION DATE FROM:` Z�-It-ZEV This project is approved by this department subject to the following corrections: PRE-OCCUPAKNOY nSPECT10N REPORT REQUIRE: W-_9` - WATER S- SEWER BILL OF SALE ---- i ( EASEMENT OK--- -- COST DATA& dk INVENTORY — _ AS-BUILT PLANS OTHER � c rcew. Ca.nmc nF✓ar- �Esr tr S (-�NBdE6TTQ �� DO YOU HAVE ANY OBJECTION TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. t — 1_.1 YES I_ NO FORM p5-002 u _... Author zed S gnatu y d 1Z ' BUILDING DIVISION .. • �� PRE-OCCUPANCY INSPECTION REPORT • a R DATE: _j(QVENBER 16. 1988 TO: I_I DESIGN ENGINEERING DIVISION I__W,_�BUILDING FINAL I_I UTILITY ENGINEERING DIVISION I_I FIRE DEPARTMENT I_I TRAFFIC ENGINEERING DIVISION I_I LANDSCAPE/ZONING f FROM: BUILDING DIVISION i SUBJECT:EXIT 7 PERMIT 1717 NE 44TH STREET TYPE BUSINESS OFFICE BUI .DTNG t� The subject project is nearing completion. Please investigate your area %s responsibility and indicate below either your acceptance or corrections Z.� necessary byJ_NOVEMBER 23 , 1986 in order that a Certificate of Y Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. a t ��•. TO: BUILDING DIVISION DATE IZ/21/89 FROM: Auout, 4(vuh This project is approved by this department subject to the following corrections: t y — s ti�i _p< 4rltr� ca_ „r� CIO *CV61 ) 0 74Mc Mind OMOuAF As anv�ooa gu+xh4*- e' DO YOU HAVE ANY OBJECTION TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. YES I�NO Z,4r FORM p5-002 Author zed S gnature �' ire N- 9++ EXIT 7 and McDoualds 1. Complete all off-site improvements on N.E. 44th St. , 110th Ave. S.E. and N.E. 43rd St. per approved plans by 3uH6 1989 2 . Complete on all site improvements for Lot ] of short plat (i.e, catch basins, storm drain pipes; paving and curbs. 3. Install final lift of asphalt over parking lot south and east of McDonalds site and adjust all structures and valve boxes to finish grade. 4 . Remove and relocate power vault and parking lot light base which is installed over watermain stubs. 5. Install asphalt patch over watermain crossing on N.E. 44th St. 6. Repair all damaged asphalt in parking lot prior to final lift. 7. Adjust sewer clean-out to grade for south building. 8. Repair asphalt around manholes at northeast corner of McDonalds site. 9. Show all side sewers on as-built plans. 10. Submit Backflow Test Reports for DDVA for south building 11. Gubmith AG:mf 12/16/88 BUILDING DIVISION PRE—OCCUPANCY INSPECTION REPORT s DATE V •MBER 6 8 Y TO, I_ I DESIGN ENGINEERING DIVISION BUILDING FINAL ' . UTILITY ENGINEERING DIVISION I_I FIRE DEPARTMENT A _I TRAFFIC ENGINEERING DIVISION I f LANDSCAPE/ZONING ;ti FROM: BUILDING DIVISION Yq SUBJECT: MC DONALDS PERMIT NO B-14009 ,y is 1705 NE 44TH STRE�T____-TYPE BUSINESS_ RESTAURANT tqq �d *1 The subject subj r5r 7 project is nearing completion. Please investigate your area y � responsibility and indicate below either your acceptance or corrections necessary by NOVEMBER 23 1988 in order that a Certificate of r. Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. jo q4, M. N TO: BUILDING DIVISION DATE 12 hl /88 T, FROM: va1ut as �� n%' �n +Fv✓ �i. { This project is approved by this department subject to the following corrections: g �+�,' 1' c ✓ half a u.�d an��l 04 N r�1+M.aY te.nw a 6uit�:n 61 F YX 2 �SL� t�+ (c�o•l 04 1� of'J .S�►G 4mrr�v.M�ntt au t1E 44M SF 6 r.: IJ r. s DO YOU HAVE ANY OBJECTION TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. .a 1 I— I YES II NO ,/ FORM p5-002 2 LI-4 i 3 Authorized gnature . i 44: 1306 tray k;t Arkm, Naia hY 9++ rr ', 'BUILDING DIVISION A y j�hrt PRE-OCCUPANCY INSPECTION REPORT A DATE: NOVEMBER 16, 1988 TO: 1—i DESIGN ENGINEERING DIVISION BUILDING FINAL 3 — W — 1—� UTILITY ENGINEERING DIVISION 1—1 FIRE DEPARTMENT TRAFFIC ENGINEERING DIVISION LANDSCAPE/ZONING FROM: BUILDING DIVISION 1 , SUBJECT*_ EXIT 7 PERMIT NO B-13713 ,i1717 ` NE 44TH STREEM TYP$ BUSINESS PFFICE BUILDING 1 + The subject project is nearing completion. Please investigate your area 1 responsibili and indicate„below,,either your acceptance or corrections i necessary by IOVEMBER"2'3!"11980 '' in order that a Certificate of occupancy may be issued. If no comments are received by the above date, 1� Certificate will be issued. TO: BUILDING DIVISION DATE /� - d g - 88 ! FROM, 2 i This project is approved by this department subject to the following corrections: K'70 C'e _fif' ✓/CTroL/�'aY,�L/ /1/�l��i+-iG+'_/ /�Ll/.�rGfs/l.Ge�": '� o J�JOI� � Cl>J21/i�� d�i�Si� - •, �AJI H-Ia r (7�i IZTII iI/Y"� r DO YOU HAVE ANY OBJECTION TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. - / 1 1-1YES :E�(NO _ �i^f +c-�Y OGcu�f7/ram FORM p5-002 / Authorized Signature a BOARD OF PUBLIC WORKS Renton Municipal Building 9:00 a.m. 4th Floor Conference Room October 26, 1988 IN ATTENDANCE: Richard Houghton, Chairman Bob Bray, Acting Design Engineer Jim Matthew, Fire Department Don Monaghan, Acting Engr. Supvr. Ron Nelson, Building Official Ken Nyberg, Acting Deputy P. W. Director Mike 1)3rness, Administrative Assistant Patricia Porter, Administrative Secretary Larry Springer, Policy Development y VISITORS: M. Wensman, Exit 7 MINUTES 1. CALL TO ORDER: The meeting was called to order at 9;10 a.m. by Chairman Houghton. SPRINGER, seconded by 2 APPROVAL the meeting minutes of October 9TES: Moved I MAl PHEW, to , 1988. MOTION CARRIED 3. CORRESrONDENCE: None q. REFERRALS FROM CITY COUNCIL: None 5. REFERRALS FROM OTHER DEPARTMENTS: None 6. NEW BUSINESS: None gonvnctss -�ro'11 ExExit 7. Inc 1717 ' E 44th for Paving and ' an 5caoinu Deferral. Mike Wensman of Exrt 7 was present and explained to the board members that he had a contractor currently working or. the project. Their 90 day temporary occupancy is expiring thus the request for a deferral of paving and landscaping. intended to have the on and off site improvements finished during the 90 day They time but ran up against being unable to acquire a contractor during the summer. Also their plans were not approved until June of 1988; the city required some extra items during September; and a problem evolved when their storm line ran into a water line, all of eed to be by which led to this request for al deferral. erral doff-aletimprovements eonjunc on with thatdime June of Also, so they would not be building the 3rd building at this frame. Also, Mr. Wensman advised they time and would not be asking for any further deferral past June of 1989. (They are not building the 3rd building because they can't lease out the 1st one.) Aloved by SPRINGER, seconded by MATTHEW to grant a deferralltCa„l i unedoft 1989 for accomplish dinpaving and landscaping with the u'td possible andtcond conditioned upon proper bond being paving and landscaping this fall if posted (which it already is). MOTION CARRIED (Note: Bond current until June of BOARD OF PUBLIC WORKS October 26, 1988 Page 2 1989). Ron Nelson asked Mr. Wensman to keep the city staff up to date ref, changes that might take place. 7. OLD BUSINESS: Sunnvval a Mobile Home Park (Oakhurst) Union Ave N F d f rat xnirino. Nelson to report - continued from last we Ron week. Continued for one week. Highlands Communih h rh d ferret pro c e n, Ron Nelson - continued from last week. Moved by SPRINGER, seconded by PARNESS, to have the bond reinstated due to additional requests from the Church being processed through the city at the present time. MOTION CARRIED Note, Bond is continuous, can not be released unless by the proper City official, and was issued by the Renton Highlands Branch of ONB. 5PIMiat Earline[on Addition Van Maren Construction reauect (or 30 day exteuiQn-91 On_Site Imorovent nt deferral. Moved by NELSON, seconded by PARNESS, to approve a 30-day extension. MOTION CARRIED good 5h9pherd Continued. Information provided to Mike Parness. RCUUe51 from Glen L. Maurer. Pacific Properties. )nc, for reduction of d f.rtal bond. Mav Creek Highlands. Will Avenue t F and N 20th SL Don Monaghan., Acting Engineering Supervisor acknowledged that the request is appropriate, and that construction of the 43 lot, residential plat known as May Creek Highlands is nearly complete. Moved by SPRINGER, seconded by PARNESS, to reduce the amount of the bond from $747,122 to $175.000 as requested by Pacific Properties, Inc., letter of October !9. 1988. MOTION CARRIED Dr. Robert Hancheroff 5-Year Improvement Deferral 'ring end of October- A review of the property in question revealed that everything has been done except for Putting up a pole. Dr. Hancheroff will be contacted and asked to provide the board members with a copy of his contract with the contractor who is putting in the improvements. Moved by PARNESS, seconded by NELSON, to write Dr. Hancheroff and request the contract copy. MOTION CARRIED Mary Minietta 5-Year Improve Deferrai a ,ir' of October. Moved by PARNESS, seconded by MATTHEIV, to direct this applicant to provide proof she is currently proceeding with the installation of the deferred improvements; and, if improvements are not being installed, direclor is to subsequently advise her the city will use the bond to install some. MOTION CARRIED 8. COMMENTS AND ANNOUNCEMENTS: The members presented Chairman Houghton with a cake in honor of his November 1, 1988 retirement after 27 years of service with the city. 9. ADJOURNMENT: Meeting adjourned at 10:00 a.m. � LtJ £ £ rya � k4 PRECONSTRUCTION CONFERENCE PROJECT: AI e �ed S/-_/"r DATE: ADDRESS/LOCATION: isai i S PROJECT !t PERMIT # WORK ORDER b THOSE IN ATTENDANCE NAME COMPANY PHONE �S71I EVE P- 5fQiPAT RCAjl0Aj F('ae .76`yz Saw s Z-39 naa31 WATER AND SEWER PROJECTS PRESENTLY UNDER CONSTRUCTION iN THE CITY OF RENTON WATER PROJECT k SEWER PROJECT / LATE WATER PROJECT TITLE PROJECT LOCATION 441C,10,4o L G/a "J x DEVELOPER �Yl,cnge 7. IrJ j ADDRESS / pgpo N_ t 3� S+a�e �si7 c• . PHONE y�T5-n733' EMERGENCY PHONE CONTRACTOR_ ADDRESS PHONE 6 3/ EMERGENCY PHONE FOREMAN �n PHONE EMERGENCY PHONE Sq,� City of Renton (nsnector , Other inspector AUTHORIZATION OF SPECIAL. BILLING u DATE:: PROJECT NAME: PROJECT NUMBER: WORK ORDER NO.: ^_ It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to t:te above-referenced project, by the City of Renton for the follow:ag work: i E BILLING TO BE SENT TO: Name: Address: 1096�O �I'� • S -�l�`lt City: �pv� W1817 Attn: A/I n//�� (/ Phone No: ze;(J lux wner/Developer, Contra to or Authorized Agent RUILOING & ZONING DEPARTMENT PRE-UCCUPANCY INSPECTION REPORT SECOND T_NSPECTION DATE:— Sr ^tember 7. 1988 TO: �� DESIGN ENGINEERING DIVISION _� BUILDING FINAL UTILITY ENGINF..ERING DIVISION FIRE DEPARTMENT TRAFFIC ENGINEERING DIVISION J_I LANDSCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SUBJECT: 1717 N.E. 44th Street PERMIT NO B-13713 _EXIT 7 TYPE BUSINESS RETAIL BUILDING The subject project is nearing completion. 9-'ease investigate your area responsibility and indicate below either your acceptance or corrections necessai - by SEPTEMBF.R 14 , 1988 _in order that a Certificate of occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO: BUILDING & ZONING DEPARTMENT DATE FROM:_ iG< r This project is approved by this department subject to the following �cor,: ons: Arl O f,T. UO/W Ps 7/l 'ez-"- r9�e'v4W. DO YOU HAVE ANY OBJECTION TO ISS ANCE OF TEMPORARY CERTIFICATE OF /OCCUPj/t*�CY � Ue� i/'f I_(YES' ^ I jNO FORM p5-002 Authorized Signature BUILDING & ZONING DEPARTMENT PRE-U%. CUPANCY INSPECTION RL,-ORT SECOND INSPECTION DATE: ' September 7 . 1988 TO: _ DESIGN ENGINEERING DIVISION _I BUILDING FINAL UTILITY ENGINEERING DIVISION _ FIRE DEPARTMENT _ TRAFFIC ENGINEERING DIVISION _ LANDSCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SUBJECT: 1717 N.E. 44th Street PERMIT NO B-13713 EXIT 7 TYPE BUSINESS RETAIL BUILDING The subject project is nearing completion. Please investigate your area responsibility and indicate below either your acceptance or corrections necessary by SEPTEMBER 14, 1988 in order that a Certificate of occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO: BUILLDING & ZONING DEPARTMENT DATE FROM:_ 1 $�? EA, CsCPO� t.✓q This project is approved rtment subj6ct-trhe�F4)]owih corrections: 6 , I c,&Mti ,pa UTILITY OU ^ - / CN Fi tE sGe✓icC- " DOC PRE-OCCUPANCY INSFECTICN REPORT AAeo nv !"lee 6ArIcAl M67FIC REDUIPE: W-1y'�- WATER S- I�SEWER / CITY FORM BILL OF JAI F—_22K.--- f�METER DATA XCUzI EASEMENT DEVICES. OK COST DATA & ''K ao-fit OTHE _�OyL [4f ll,��M/ SUBJECT T6 FIELD IRSPECTfONli'—=gyp DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCI? ?A7CY. ._J�__IYES r /� I ��O FORM p5-002 /xw* (VI 1 CROSS CONNECTION CONTROL Authorised Signature CITY FORM ✓TEST RESULTS ✓ METER DATA J FOR RACK FLOW PREVENTION j '� DEVICES. 3UILDING & 'CONING DEPARTMEr"" �(•q4g PRL-OCCUPANCY INSPECTION ..EPORT DATE:. August 26, 1988 TO: - DESIGN ENGINEERING DIVISION 1_1 BUILDING FINAL l� UTILITY ENGINEERING DIVISION I_I FIRE DEPARTMENT 1_ TRAFFIC ENGINEERING DIVISION j,j LANDSCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SI7&;ECT: McDonalds PERMIT NO B-14009 1705 N, E. 44th St TYPE BUSINESS Restaurant The subject project is nearing completion. Please investigate your area responsibility and in,'icate below either your acceptance or corrections necessary by September 2 , 1988 in order that a Certificate of Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO: BUILDING & ZONING DEPARTMENT DATE _ FROM: NW (/a , This project is approved by this department subject to the following corrections: ll ?!G n'�dCW Yl6nch�1V c}g�lc� /3a%d1� TI>koQ 11c1 4mfj"n : DO YOU HAVE ANY OBJECTION TO ISS OCCUPANCY. UANCB- TEMPORARY CERTIFI --ATE OF `., 1_IYES FORM p5-002AWN Authorized Signa re 5c t11S�a�� `apf "�n 9 CU A vaull� job 'Reiyrculr Pipe. entra+-cae in joA� - ?tmaic c�obr,s +4K walk \' 0 ch«k \nSkA COCYeEc Surpaty pxd, ,UvjLev C�dz Ualoc IOU' ,n�kuU baU dfi? QVr un&.t 4� check Uatue. 4,6` Kqut DCUA kh'/,t 1"evw aad Ienv repo+L �O u�tat En -D v. 1/ 36� Ca)f kris jlulb/ G an- 0u 43 'in S*\kwatk. a 25 I �n�'t"a�1' Screw - QG►op in dean. oa8-s . 1600 �Y, 2 0&ev,DD 5eehen %n t-fishnq SaniYarv� JtWe✓ iMl4aho� ( 4 lmla� ,acltlw 4 �Qocje+n mules a,A, c4y"er 04 %te . ake ewyN a ,�wGor, v �ih. pn9s neeavar 1h DCV A U t pauu -a� uti� &Y �c�►' . SQU J 5Gt44wi( AS- 6w 6111 v (esV• Qakd InJM�Ofy� 24}etnk►✓� 6u Sat 4t t& Aic� aft Mole Cewrl w av t% wta- . 111 I p0Y1� rnnpl�: $ ( 0 65 au )c ISO /o % �2lio� S' Jot S /3d/ 71 i , �..r--..,w..«-.�qL+++ .ia ... ..new...,..+Y'L...�,•'rk M4�:•AN i - SPEED LETTER i } A?c/ T0: y p /� DATE: r.--- { '- PROJECT: 47 SUBJECT: IA I I I i Signe cy— e.ou 2 /a : 7-� l S CAt ` �,, @ sdv sov ..�/--'• 1_•�I....` / �J-L / ..r d c� P0.�W Nei 7 i (N SOO Yo SE 17— �-Ir. ®p /S O d r r.�� //n@� /L�/''�J a Sf= C/ 4pp,. a NEY4 LSr� �J",,..e .(l 1k..�W ..tyG-/L.Y7/-:n--a a+-�t_.. w..� v✓G- 3 a�ttsy. SD v vc "(St V l,�d Tit NF 1I.t 5:71- ✓0J S-11, 14S4 7..< o /3, 0 LU DAILY INSPECTION DIARY ,,yy,,,,,� REPORT 11 DAY: rt ("Orl DATE: / 73/8Z WORK PERIOD:__ a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Ext'f q- off 1 �IUS i� anilkl q" rl rtr os \ 1V 1 N url' �*S+e:+' h r � yI.✓ WnlNrnn�� /tr;'r•`r('� 4 iV 11 aII Ih LIgSs as n'1 OUc✓ p,krn V AS Shfwn ots n 1loJr� �an�an InslnlL ML eAvuW (,,A t,;4, D•vbin ✓ n +Qyrk ^ejs _ 4vNz vlp n.ltn >eul n V t'o ♦t �;nt n� ��r.„1 a� nrrn-oJ•d pIGM �1�15\ql� IS (MP Unlvfl a\roa { nY' ro nA•\t, lint, t lm)A61 Q((fM Y6o tl nr✓ r'PnroJr A, ok^n] / e (• a h 6c ell, ~ R+r Sr ti C pll /u tl7n .�tOM b n17n Yw la.crr , e Ilh _ P1 ,k` y1h rAp QV 61AX . \— 2 (11p nV rnt{fi( V /aYn(l r n 'Z 1 All uAk nlrn, '))n, Ix y),A r�1�1 f t t Al^'\ nV rl V : ,Jr �.1 r 1 n 1 FI11' All' (Vtt I(1'n t1C/•t tl n((Y'() f4 FIY h�C '�, llh tt.l(/ :'rry, 'IV,.14�1 �llf .� '.�►>•^ {`/1\l. nr,. r�1i��ir^n 1;(_..i < S,.a}. 4. In t1,1,t'rd tV.�Yr� r.� �� h � r o, ..�t� (rn�•r. o- a„f 91,11. Ju fyM,k 11 Q 4 n .n6 al�•A 1.IV4. It nrlpy • � 1; . fir. , oV , � a� (Ft rn {6�,IaV rnnr •1 14 e\ 1 �rr,l t�A f.rFr` r . c;s .Yr Al • r.,rtc pl). rll fits) a\ry,� vl,ty n �p.r l.r.. r r 6 V 11 .Orcrrl ,.(1 rl;,lvr4. A �{fM �AWk- otnn I> ��.�. a Art—\(6��r' ,•vt l" .p 1'l+ ?(n.,if �r. c, . m�Vtt dw• a tni t� G(i y 5 I II VrYl6 IL "1 r`hdenj � n�l.. L4�1�.•�I.r� (i r. .r✓ ht,l h•,•nY l„r rt.• „I y;l. V 4 CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT II DAY: DATE: / / WORK PERIOD:— a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX 'F MIN °1' PRECIPITATION: WORK A,CCC�OMPLISHED TODAY: r /1114ne GODGrnh�^ QC✓ n�� mbW UrYt✓ rmiril5 n,l..A,n.v--1,�. .� rmrM✓ ,n rr. - 'ino1C r1U Vnl�l lJiy.� a! .{pPl urd : err . --si— lo JL ^�J C All • 114tt A /n:%c A' 6 tb aV N4 ' 17CmorL a� mw�ldh c�1`-� n✓'�ruNAU hurl;nly �✓ NY A) r' SV + ni�1�l� na wA ruc{,,, o./ ' A n e» kv «.A h r.r✓ y NV,,A1 2� Wr,Ki✓ Sclv•u_ n►' Skn �r1G � ✓ n ,Jrl 1.,,,. CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DA!'E: J 3 BUILDING & ZONING DEPARTMENT V-9 44 PRL-vCCUPANCY INSPECTION KEPORT DATE: August 26 , 1988 TO: .t-DESIGN ENGINEERING DIVISION - BUILDING FINAL (UTILITY ENGINEERING DIVISION _� FIRE DEPARTMENT _ TRAFFIC ENGINEERING DIVISION ,� LANDSCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SUBJECT: Mc onalds PERMIT NO B-14009 1705 N. E. 44th St TYPE BUSINESS Restaurant The subject project is nearing completion. Please investigate your area responsibility and indicate below either your acceptance or corrections necessary by — September 2 1988 in order that a Certificate of Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO: BUILDING //& ZONING DEPARTMENT DATE ��3U /�Zg FROM: A� p,( `41;(Y' 474 �tUrc ty- I _ This project is approved by this department subject to the follo;.ing corrections: S� n�-aC�r� bunchli�V �}� V<c� �'l3a�dLC 2, f Cif �= DO YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 1-1 YES FORM p5-002 Authorized Signal re 5b 'nS�aU lac�w �� ➢CU A va,>llr _ /++.✓ �r*< job M1er pi� enhttt' y �r U0.ulC - "DtlnaUe c{pbr dcwtF \! �nskall Conpreke Surmr! cr v � A4� .Un d.tti' C>� Ua1Jt r� Y lab j �nSkall Ball drip VglJCG undae 4" check UatJe 46 N1gJc euA kmV<d b� eertt�ed ie��w a+,d acnF repo*L 4a 56 `v%NoU ca,k win ��,. G�wn- oul yoyc� i» S4swalk ! 25 �rs\-06a Screw - OAT 'in clean . oaas . 41 Ito 0„/ 6--kwd 2 t55er 5�chan �n a�ciS� $anikarv� jwa✓ itnnwHeQ� T1 a � inn?all ,aclaw f -Qachinq mu�fs a►- maA6y,1hv' tarns- 04 Snre- - iy 6 . peas *opv✓ <h CCU A fcaulk• a� u�,c� �y "71 c�' • I: Sou 7uy nn+V A5- l,w« Plans (¢SV. Qaka InJen�"Ory Fa�eM+n+l�� yu►aJ c� �ti a(� , g,t, dmr rovtmenh �� Alund+s, tuA tx1T � prolccl� w�ucll a.tC�d1, rMd' Crn�rla{xd ai- �� 1+�- . j i j 1 {. !^. ,.., rr«....rR.i�91Ks.7�'.Me"1RAtaM�1►�7.i:.'��' :.i,.MMY,+!t�+�'�„�r...:..+rr...,r . n SPEED LETTER TO: DATE:_ ✓ ��G� 7 PROJEr': i 1 i i r Signed)^ L> S/Dj 50t� -tr. sew ( S ou S/L�/'"pSpy @ F C/e.. i� ci-, N a/ i/ /o d y s, /009 �JraT � u../irr ti'yC/t. :ti—a w �i �w.� w•c S 'a6e/, SO v Q ✓0 0 �Gt..w._...., C. S-�/i. /•F S a 7S D /DSO 1 /3, D Z-0 DAILY INSPECTION DIARY REPORT N DAY: SO IM Mb 0-1 DATE: / / _ WORK PERIOD:_ a.m./P.m. to a.m./P.m- WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: WORK ACCOMPLISHED TODAY: Ex� of� 1-405 — rrR: UlnVrlrn6.� rrl`sr." C' FAG All tl',{..Li 'n�0.W 2 111 Ali•r) 1J P1 n'1 (l�[✓ lr�7llt V 14n A l(O�f An ?^ � In54nU, l Q�lu vb 11 . •.rb,n �, ✓ n rp•1�A r ..n v 1 I n N ' it JI (MP t n r6--mrrnq, r6p Y1 nl' "mil 1 � dvlt 14 un1��V 'IW ly-4" A♦ u V ryi>, IVY 1 • fb 1`1 nl llq) "� V y CONTRACTOR SIGNATURE•' INSPECTOR SIGNATURE DATE: d". DAILY INSPECTION DIARY REPORT A DAY: _ DATE: / / WORK PERIOD:_ a.m./P.m. to a.m./P.m. WEATIIER: TEMP. MAX °F MIN °F PRECIPITATION: _ WORK ACCOMPLISHED TODAY: \h('y / '-C4Y✓., i of — 4 yEWG✓ � L AYnV 1 IIJtn W 'ih'6./►+CH S�� —T'—v V p a A f <d t Nnn IYgc rav Cn n 1 w�\ .l• Air QS" Ylr INSPECTOR SIGNATURE CONTRACTOR aICNATURE DATE: BUILDING & ZONING DEPARTMET"^ V-q 4q PRE-OCCUPANCY INSPECTION REPORT DATE: August 26, 1986 TO: DESIGN ENGINEERING DIVISION BUILDING FINAL I UTILITY ENGINEERING DIVISION FIRE DF?ARTMENT TRAFFIC ENGINEERING DIVISION ,� LANL,JCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SUBJECT: McDonlilds PERMIT NO B- 4009 1705 14. E. 44th St TYPE BUSINESS_ Restaurant The subject project is nearing completion. Please investigate your area responsibility and indicate below either yo-r acceptance or corrections necessary by September 2 . 1988 in order that a Certificate of Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. TO: BUILDING & ppZONING DEPARTMENT DATE �� 3« 19 K FROM: 64oul 64l ,tY- /.n�k ki ph,- This project is approved by this department subject to the following corrections: Sic n ac�cd bunch bw JO N MOM - 'Tyra �Arnd 4mo�M'� ISO%� is 1465°' = 2,�en }= — DO YOU HAVE ANY OBJECTD N TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. I_1 YES FORM p5-002 ��((JJ�UUf'tt �— Authorized Signature onchl,w ,.., �C 'Dcaala s . 1: 0O ' ME 44 5► 5o �ns}aU ladder m �CuA va►rl�_ job l l TeuY pipe entl'at, a In outF - -ptYnot c(obn; �,on, �JCw.LF 0 ch CK `ns�a CorereFe s�►,,polY �xd, u„(ey G lob �n�t(�ll bau a(iP Valdc vn(.eo Check vaIV4r 41 NgVe CUA kbhVcd 6� ce(h }enF Yepnt - k-b �,,tla1 �n -Derh. U Sp" rprlau ca-31- %rGn Stukr G an_ ouL bexm in Sw6walk• 25 knivau Screw - ?kAT in dean. oad-s. �000 'n5 2 fSSr✓ dcchcn �n ��CiSKnV gan�ran� JWf-- /VAgnHoQe- ' � •1n!)Tb�^ �uddW 4 �OC.�27ny MU'+'t a� Mo>�'�fy.)�a✓ CaYne✓ o� �r� • 1 /�ahe r1ypY� C("/ C44c" y �i�_ pa33 r w 4,A DCIl A 500 Sup emy A1- bui« PI'ans (ost'• data inJen�ory Fa10 +�, V (A 11 )r, Arl�unnhpr\ WA KxIT nra�eelr w�uc� aie mCil II J �onL� 11301 da• DAILY INSPECTION DIARY ` DAY: fmMVfrl DATE: / /SZ WORK PERIOD:_ a.m./p.m. to a.m./p.m. REPORT # WEATHER: TEMP. MAX °F MIN OF PRECIPIT_ATION: WORK ACCOMPLISHED TODAY: !%xi'f a- of� S-gst5 �- �o�+' d�+i�,.Px 4"tls.. h a>�1%�,�wA�Mti. �t,)�•� f� N� 4g` �y. ✓ '1 i 0*/ 4rk IAV Iwn a rovrA _ InS�nQ ait erfmdad la.vb r.ir}h•n Dari,na lA 9G✓ nriNOJf 1 ` _ h*cA riyk WaA Alan >oul V �Ye t I,r• n Jr1 o, o v�A lQM P1 1 S" tN P Culvtr IV tw n y r n in iAU AttrM a v a —14 , {sh Goy elrn� 11t�~ Mr S Yu he alb rorhn �.o� bnk i odi r 4Ailc�ach ,. �n>k� rin n n aV uV�r 1 rr 2" tM(' AI �Ar Y tern 1Xcn rfti e 1� Gns tm, c w�„S as in6v : yt QQ P wc 4zV yL }r-4_�" ins�nlA ✓ o r•o a. 1S nss l Ir Vv L d 1� ww1+ t�,l nw 1 ort kb tfiriJr V,,V,,1 H � e� riwbn r-'�MLI All CQIr} 1 't+ `wt Att •�I',A 4V It aAlny An IHW.V /n n a 1 lrl',6 .rF�, _ ✓ fic, k dr haS o y .r r, r e M .�rvd el•�1vvL. A V1l!IW 1 x Ld ndvH al'1 AJ)1urLrA f4u .N CONTRACTOR SIGNATURE INSPECTOR SI NATLRE DATE: 4 DAILY INSPECTION DIARY DAY: DATE: / / WORK PERIOD:_ a.m./p.m, to a.m./p.m. REPORT /! WEATHER: TEMP, MAX °F MIN °F PRECIPITATION: WORK ACCCOMPLISHED TODAY: �IIQ1G 4itn1 �^ ✓ w� m+w ucYN mYrt(/5 N hu Onti� rortka .n tt Y 1pr 4014c biyy kv lrjyh(A qAvA, 00-(( Wqt+ may r4r-YIW r,. ryy� lap Ax"I" ci ✓ 3 Alm _ R` 60 sf"AA �,—% �u_ tv 0ti 43`'A Sv i(CYng+e, a(A /mal al/+� SoiQ twom-e)" hm A,only' n✓ NC A3 r� Sv g in�iAl� nwh.A �otkr.. i I'1Y04 Q� vjtrA'f✓ SG{V.t, QA' S�4 (t�(, 1�0✓ oN,.,„J(A 1'11�M. ` _ I JaISrcQ fvmr -ta 60tte) r drwl P 5,1h Wiry Dnffant�. CONTRACTOR SIGNATURE IN`SSPP/ECTOR SI N.TURE DATE: CONSTRUCTION CO., I. LIEU J' t L. W 7`92MOVOMLL, 65 Ray Street SEATTLE. WASHINGTON 96121 Phone 441-0635 DATE z ^�_fte!°sMo Sea ATTENT1pN ,• �`v zx>`a) M .\� Noe S . RC tirTO tJ WAWE ARE SENDING YOU E�-Mached � : Under separate cover via the following items: ❑ Shop drawings ❑ Prints C'. Plans ❑ samples ❑ Specifications ❑ Copy of letter E2 Change order E) COPIES DATE I NO. _ DE5,C1ePTION I S 2° i COST T,1 c�c►vTpK y S-2o LErrff e- �j t S--20 Sal 4f S r _ S S THESE ARE TRANSMITTED as checked below. ❑ For approval ❑ Approved as submitted Q Resubmit—,._copies for approval 14-For your use ❑ Approved as noted a Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Returncorrected prints ❑ For review and comment 0 Q FOR BIDS DUE_,...__ 19O PRINTS RETURNED AFTER LOAN TO US REMARKS.___ COPY TO _ SI NX _ If onclosuros en not as noted,kindT norlfr us II onto. t11' It q. PUBLIC WORKS DEPARTMENT DESIGN:UTILITY ENGINEERING Il 235-2631 9$9„ro sr. tk0{" MUNICIPAL SUILD1143 200 MILL AVE. SO. RENTON•WASH.98055 BACKFLOW DEVICE .EST REPORT Account Ko. ura 1 ri sung cuHi•ci rHwl �—`-- 4-Ii � I t EM41O4,hHE41sEs Cw r E x{IpN Of!>E YICE e��F Y''C""E''��""��"" 4tlrwrKl.xer MOJeI yn n$t�yl No �u_.I.0 Co'12ep -�•Cn ( 1�21E K7(o -{p—_-_ {tll(hnf$$UnE Al TIME or IE$1 PHE$SlE9E OIN'W ACHOS$(MI$r eHECIE VALVE lB5 LBS CHECK VALVE NO. t CHECK VALVE NO.2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL 1. Leaked ...................... ❑ 1, Leaked ...............•...... ❑ 1. Opened al tbs. I TEST reduced pressure 2. Closed light ................. ❑ I 2. Closed light .................- ❑ 2. Did not open ................. ❑ Cleaned........................ ❑ Cleaned................ ❑ Cleaned ........................ ❑ Replaced. Replaced Replaced: Disc........................ ❑ Disc........................ ❑ Disc.upper ................. 17 Spring...................... ❑ Spring ...................... ❑ Disc.lower.................. ❑ RGuide ...................... ❑ Guide ........ ❑ spring...................... ❑ PPin retainer ................. ❑ Pin retainer ................. ❑ Diaphragm,large AHmge pin................... Hinge pin ................... ❑ Upper ................... U 1 RSeal........................ ❑ Seal........................ ❑ Lower ................... ❑ S Diaphragm.................. ❑ Diaphragm.................. ❑ Diaphragm.small ' Other.describe.............. ❑ Other.descrihe.............. ❑ Upper ................... ❑ Lower ................... ❑ Spacer.lower •.............. ❑ Other.describe.............. ❑ 1 FINAL Opened al _tbs TEST Closed light.................... Closed tight...........,..,..... reduced pressure Remarks: THE ABOVE REPORT IS CERTIFIED TO BE TRUE Hf lUliu"From to Itsitoo, nEP41111)0Y _ Puhlic Works Department DESIGN/UTILITY ENGINEERING ""4' list 200 Mill Avenue South ff < 6 Renton, Washington 98055 "ii' •' «"�^ E n•iE I � �! BUILDING & ZONING DEPARTME. PRE—OCCUPANCY INSPECTION REPORT DATE_MAX 9. -988 TO: 1-1 DESIGN ENGINEERING DIVISION BUILDING FINAL II UTILITY ENGINEERING DIVISION I,I FIRE DEPARTMENT I_I TRAFFIC ENGINEERING DIVISION I_I LANDSCAPE/ZONING FROM: BUILDING & ZONING DEPARTMENT SUBJECT, 1717 N.E. 44th STREET PERMITNO. B13713 —M T 7 _ TYPE BUSINESS_RETAIL BUILDING The subject project is nearing completion. Please il:Pestigate your area responsibility and indicate below either your accepta;,-^e or corrections necessary by , May 16th. 1988 in order that a Certificate of Occupancy may be issued. If no comments are received by the above date, Certificate will be issued. T0: BUILDING & ZONING DEPARTMENT DATE FROM: 1xz4_F This proje t is pproved'4y this department subject to the following corrections: U1ILII Y r_NU1NIzLH.i1JU ANCY !NSFcCTION REPORT REQUIRE: W Z I WATER S SEWER 0/ DIUOFSALE � ' � �G'UCi' 7� �,� CITY FORM UEASEMENT METER DATA FOR BACK FLOW PREVENTION C'2, COST DATA& �+�t IJ Ott„f 4)10 *Ole Jt.�4 gO.�ICT � OC fC4 ryrr CKCc x' (D AMIII T DI ANS fi.�G?yi.t'�� — ,mac 0) S•Lo-g 1! . OCCUPANCY. DO YOU NAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF I_IYES I vINO FORM p5-002 Authorized Signature the fit. 4Q �t� NO.- iyui U � ! UTILITY EMG IMEERING ♦ 200 MILL AVENUE SOUTH RENTON. WA 98055 2 PHONE: 235-2631 N'� ORDER FOR WATER SERVICE INSTALLATION Account No. T S 7 S Meter Charge c� Less Stub Service Credit �---- Work Order No. .] / 7 y Down Payment Sundry Sale No. System Development Charge �0 Late-Comers (City) In City Yes No Fr--�� 1 On Sewer Yes �NO LJ TOTA S e. Water Usage: Residential 0 Commercle, industrial G h Other ILLATION: Meter Size � Q / Size Service Temporary Hydrant Meter Yes No u Meter Make Meter No. 3 Sewage Exempt Meter Yes ErN°Q L� ❑ Date Installed ry Fire Protection Se"ice Yes No Comments: _ Service Address /.7 y Legal Description Pop• TelI� �$7 . i - es, Type of Device: CROSS CONNECTION CONTROL: Backfiow Protection Device Required Yes Air or Pressure Vac Breaker Double Check Valve Assembly 11 Reduced Pressure Backfiow Device 0 �s Serial NO. �— Size Make of Device Model File No. Da[! Device Installed _ Meter No. Phone Owner's Name F 17 7 /J 2{ W&004l- E ar� 7 CitY Q'°/-'�OVJC State p address i0"00 N Phone Ccntractor's Name Sta Zip city te Address _ Area :e rued by �-�/ Renton Water �eattle Water Seattle water Code No. Temporary Service Agreement Yes No1_I if Yes, Agreement Recording no. If Yes, Easement Recording Service tt be Located on an Easement Yes�No -- � If Yes, Water Project No. W- No. y0A,10 IS There an Existln, Stub Service Yes No $y6 ,. ry°� ��' _ Existing La[`-Coms rs Agreement "es If Yes, Agreement In Favor of _ Zip Charge $ State �— city /1.7d y0 Square Feet System Development Fee Yes 2rN,.M If Yes, System Development Fee Based On �— THE UNDERSIGI'ED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON AND PROMISES TO FURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE THE WITH THE CITY OF RENTON-3 WATERSISE3ULBEOUSF.USED NOTED HEREON,LANDOMOTIME TO CONFORMTIME BE-TO ANC ABIDEL BVITHEFFECT C ITY Of RENTONt'SP RULESOANDHICH REGULATIONS If FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. tr' gna!une o eA ort ger l White - Utility Bi ling f/- 2 $ -�O yellow - Engineerlig �.yl�� t¢ Pink - Water Shop a,ty o ¢n. on u ouZang g¢M Gold - Customer --ram-- AUTHORIZATION OF SPECIAL BILLING DATE: 4— 25 -&S PROJECT NAME: F o7- 7 F:+45e PROJECT NUMBER: k/— '3 4¢ WORK ORDER NO. : 5 i 'I 2 It is the intent of this letter to authorize the City of Renton to bill the undersigned for all casts incl:ried relative to the above-referenced project, by the City of Renton for the following work.: /NS7:4[ c / �/y " /?/1iGA-riot rsfrc? BILLING TO BE SENT TO: Name: Address , ,,� City: ►pp 42 P Sta e*.L'% .C. O� Atten: r .1 • G(IQ �wt `4t1J Phone No. : �� — 1_ 10151 ner,Deve oper, ontra for o Authorized Agent •1 1%xiT l M[ -Donor a .1 - am fvoiemenh on HE 4,4' t* 110~ Adr S£ acid 11>r 43 re Sk 1 pc✓ cwv(iIrd 0410% Z, C0mpleVt en all S;Ve amproomyths +v tdF 3 c� A&V PIS IP: cokh 6aSstK J�Uvin dlouA i ' I S �e�in� and cuv6s) s 3_ Ms�oU �lnoL G�>t o a,ph*U' oucv fa✓ ir� Loy scull, ooL h11c T)0n614 S ;,;Va and dtA U ' au S�vuck vae ord uplvv ayca& �e a = A- 'R, and velo(okc poWt✓ mcull1- anal povhcn� Ve AP Uhl 6dAe u)hicti 1s insvdt6h O*v o"Vi✓rmmA , b3 kx _ 5_ �os�au 0>>7�01� rnlch Ov<• UWaYcvtna�(I cTOSS)n� On N£ 49µ SY 6_ �inai✓ au O�om��cd ntpholl n Pn.k:nJ 44L V,;ov Av 10 - f(t?alb plp�'1n�� ate un ov mark 6wk eo,n,r �l INL vo1bald 1 s IS DAILY INSPECTION DIARY �• REPORT # DAY: DATE: / / WORK PERIOD: a.m./p.m. t , a.m./p.m. WEATHER: TEMP. MA-X OF MIN OF PRECIPITATION: WORK ACCOMPLISLED TODAY: _—_-Y✓,nun —�et, ��nt �C Nu n, 2 n41a G��c✓ �+�4.d, I�� CUR• 11._ L V au k u c Pn • + A`u JcL.(V Te eyc � AC6,r -i �1or krx � �rST fW�tAc JUICY �Ajs-, /h" AI} �ndY d��T bCU Lal%f- Al dA,/ 4" limns !%cck, %164c, h 3 DLUA a C 4 6, Sk e. Crx�w ✓jVV io UfiG'N fKy �PCCV In eanY IlM ($ � �o - Lk b if sn .wati� I(L A, 6�1�- ow Unr4iG9 tikl as jSa,�,( won-kA aV ^w_ atuv- hL JI aiv-U AJ f t-A, t i rtk,/ 4,001110/ - 1 %h — �h 'Q➢(d(L-Amte /thou `1) S/1+ _-o12n)12 — S CONTRACTOR SIGNATURE —� INSPECTOR IGNATURE DATE: lilt � �a ..mow FS' p DATE: TIM£: R50U/EST FOR INSPECTION / TYPE OF I.N5,PECTION: ADDRESS: OWNER: / PHONE } CONTRACTOR: PHON£ # PERMIT #: T DATE INSPECTION INSPECTION NEEDED- TIME INSPECTION NEEDED: REMARKS: DSHS 13-1731111141) petf611/77(RI41) STATE OF WASNWOTONUT ( ,• STATE OF WASHINGTON r IJ DEPAN.eIENT OF SOCIAL AND HEALTH SERVICES l_J �J DEPARTMENT OF soc1AL At10 t1EN�ICEa�.J i WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS CAMP CORY SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY it COLLECTION:InslrUGtions are eO INSTRUCTIONS ON BACK OF GOLDENROD not followed,sample will be relected. If instructions are not followed,sample will be P81009d. _r f DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME Akl DAY YEAR .� MONTH �1 DAY gYEAR ❑ AM PM ❑ Alit ®PHI �ING �i ( 4 e TYPE OF SYSTEM If PUBLIC SYSTEM,COW-.ETE ,.yTYYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: `�j/'�',''� 1 R c U CA Ass [ l1BLIC LD. ND. I �j2L 31ASA I I ❑B INDIVIDUAL I.D.LIC NO. 1 1 v 3 4 I. 1 ❑ INDIVIDUAL �I wr ya „e MN ^"^ p1ti r iiie'� NAME OF SYSTEM NAME OF SYSTEM - LOtJ • I �1 Ot _ of SPECIFIC LOCATIWf WHERESAMPLE COLLECT SYSTEM DNMA/MDT.rMME'WDTFIFINJNE NO. I SMPELw,TE 14ou.u.ruECTE SY�DNMIUI�AI�NA TFlEROM NO pe.A1WN^W.KIwH.IgeW1M. '� O1sarY I W,144. Exn }. 1.405 (/ pt 144- ff @ Dn 63� Elli5 file ono ( ) ?Si-1631 _ 141DRAl AT S*3sd! Nt.Q31n ( ) 11 SAMPLECOLLECTEL (Akl SAMPLE COLLECTED BY:(Na //� ` 'NSP4rE'HIE.� A(�170UG/ GArOLup' L�SI INSII$cY'W A4,ynHL, �At�Hft - �N�;t SOURCE TYPE OMBINATION 'I SOURCE TYPE OMBINATION •' I ❑ SURFACE ❑WELL ❑SPRING ❑ PURCHASED 0r OTHER ❑ SURFACE ❑WELL ❑ SPRING ❑ PUFK:MASEDpr OTHER SEND//,T PORT TO:IPrinl FWI NMne, a rIe 21p yohl $EI�D REF` TO:IPflTnl FUII Name,; ues eno 2ipyoeel II (.1 s ZIP .11 . n .II ( Vtt f•' �00 M'ItL E 9�• i 1Qd tillti.. pUC Sd• — (`FP a 'RPYt�(M _WASHINGTON r7 WASHINGTON ( TYPE OF SAMPLE 1 TYPE OF SAMPLES o^Ir v 1 I I + TOtal_Ffee) ' `I '.. ❑ DRINKING WATER ❑ CRlorinatetl(Residual: Total.Free) __ I. 1. ❑ DRINKINGi WATER ❑ Chlon..a�etl lResidual:-_ El Filtered check Ireetment-� Cl Filtered —_ i check treatment-► rry 4 ^ ee . ❑ RAW SOURCE WATER - Z. ❑ RAW 3 SOURCE WATER 3, [�JNEW CONSTRUCTION 3. aNEW CONSTRUCTION 4, ❑ OTHER(SPecifyl 4. ❑ OTHER(Specify) _ COMPLETE IF THIS SAMPLE 1 ECK SAMPLE )p COMPLETE IF THIS SAA7PLE IS A ECKSAMPLS 10ag I _F E B 1988 —C D 1 PREVIOUS LAB N0._ PREVIOUS LAB N0. pR�y)OLIS SAMPLE COLLECTION CATE j PREVIOUS SAMPLE COLLECTION OPIT(j MARKS: REMARKS: Engineering Dept '' E-g -� d 2d 'lin ineei De -- — � �L Z- --- - —�---_ .. - LABORATORY RESULTS lF OR LAB USE ONLY) LA ORATORY RESULTS(FOR LAB USE Omy) N-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN-COLIFOHM STD PLATE COUNT SAMPBECAUSE:TESTED r BECAUSE: I N/ /m1 m Il �r 54s..wm.r _— i /5,�rs�,,,w ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Grtl MPN DILUTION TEST UNSUITABLE AOO mI ❑ Not In Proper Container 1 �W ml T. ❑ Conlluent Growth ❑ Not In Proper Container 1. ❑ Conlluent Growls _ Mf COLIFORM 2 ❑ TNTC ❑ Insu'fied- Information PtohFlead MF COLIFORM Raul Information i instructions Form /too'nl 2' ❑ TNTC ❑ Provided-Pleaen Read �OO mI Instructions On Form Instructions on Form 3. ❑ Excess Oil 3. ❑ Excess DeOds � . FECAL COLIFORM FECAL COLIFORM ❑ MPN ❑ MF ❑ I 4. ❑ ❑MPN ❑ MF 4 ❑ 1(I ❑ ` I fj m1 /100 m1 I =-- FOR D0NK!NG WATER SAMPLES ONLY,THESE RESULTS ARE: FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: [a/SATISFACTORY ❑ UNSA'I ISFACTORY SATISFACTORY ❑ UNSATISFACTORY SFr REVERSE SIDE OF GREEN COPY•'OF EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS I u. CAT gyp_ RECEIVED BY LAB NO. DATE,TIME RECEIVED- RECEIV®aY \ -T DATE REPORTED [ UBORAYOPYY I j N t 1 ` 1 _ 1 REALAR" REMARKS WATER SUPPLIER COPY ` WATER SUPPLIER COPY m. . 1 I r, d Y W _ Q4�P CIT' CF/RENTON ,J / ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT 235-2631 CORRECTION NOTICE r L.EI1t•Y lAM� JOB LOCATED AT Gil 16f 405- -ollowing work does not comply with City codes and nances and must be CORRECTED and INSPECTED bofore this work can proceeC any further. y,�*��,lox *t 6(UARIy QwKS At jr "%RAR'I ')f4gf(g'Y f!zb X 4oL — _ • fIW NOt.E M1 )Nw + /1RfA 3V -W CMf(y 3 _ IZfta�� ALL nG� 1Eftfo/�oV ftdSlca Ca* y ff►Kes ^j0*6 flefECTI G06S. i -PnfNCS t krsN S�+►1Fd<S )��r 6ehnE 3 NE M� Nf 4ti # Ibt %1•E SO nsna 1 � � hvst 6E �u.�_��icff., Fe 4Y 8�-" Zu 500ki Iva/ 8+ DO NOT PROCEED WITH THIS WORK UNTIL ABOVE CC:4CTIONS HAVE �BEEN MADE AND APPROVED yteftr� ice^' Inspector Date DO NOT REMOVE THIS NOTICE fob a A I . M 9 n . fiV7 yr ♦ I M { � 1�� .^f Y L 7, i 1 IV _ 1 �r st c i i 1 i t 41 N.Qy >r hhh r 'F :pn'•`n. x�" ,Iw� � 4� a • iYY ,a A ' 4 a �M J � ; • ' � _. .... ' _' — _.... _. 'err'...'. ,aiF'�-:.. •_./ � ` a H a " f Y 14� r r / y ' r v µ%Oh' �� :'{g' 7�. �,.�^ ti i r ' pr ! ♦- ` ow x r, 1 ly�p ~r, `> d d r2 ors ,p Y.� J _ . _ 1 C ! J J i i k6 _I • i A y �z 1 � 1 i r � 91 a` � r •` t w . V � � R r' \P" �F �7■ 1 \Rr � - "b f � AP N `.� ,i .. w+e. t ' •.< .. � �'".. I L •' ar IN -7� f N "rd 1 :err "11�W f �I .0 4 Testing Laboratories, Iris. bmice 94osowhtlantcyst-Seattle.VkshitVm98to8 (2m)767-soeo Chen)''"Microtytoba and Technical%vioes City o` Renton Utility Engineer Invoice #91645 200 Mi'l Averue South Renton, WA 98055 January 28, 1988' I r For the analysis of WATER f, during the month of January, 1988 ------------------------------------- 67.50 #8148001 - 8143010 q,S3 0D&w,— to - IS- Lam?!'' `�S-1 �. rvm I L1tt CITY OF REt.tJtY CERTIFICATION FIL713 , 1988 I. TIE F Prn,m om. U) HEwE OERTIFL WIDE,"AVI rC VALTY OF Cn. THE mly-wi 111E MAT[:1:AL5 MAYI LATO iUDRRHER. THE -C••Y16'EM R tnT 11. OR IIIHA CITY OF RENTON Lnr OR PCRWNMCD n4 OC^CPIPED H[q!IR, AND 1'lIN IImT. CLAIM IS A JUST, WL AND UNt'AIO 011tIGATIOr' Ar..wxT THE CITY OF CI:HTCN, AND Vtlr I AU Engineering Dept. nUnR•nIZEp TO r AUIII MT.CATC AND LUITIFY TC SAYJ CLAIM. :`{ice,(�(�j//� rr...-.I. � •�� Net 30 Days lnr;Me ww",of 11@4e LVuauxws k.:IMSn xMr!s,uK4g1u•g[Lams ux nn)Lgna'c.wrl WNN..m I a..w,Sfax 6�I np1�J.mn Ilm,movnl d IRn�nVOAO.$impNs md!b11 Nunu4vl dllvr arJlyxi unMfs dlMrwbc mPmflW