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HomeMy WebLinkAboutWTR2702102 W-2102 Raban-o/Black River Waste Reduction Site 1 Jim Vy l yh� r� BEGINNING OF FILE ' FILE TITLE • RdA 4 O'C t , v5» iI t b rt s, i - AUINORIZATION OF SPECIAL BILLING DAIL: L, PROJECT NAME- E.IuNtP/Amarmp 8,k&k Rut✓ If.(es v J Y' a it PROJECT NUMBER: W-Z IQL WORK ORDER NO-- It is the intent of this letter to authorise the City of Renton to bill the undersigned for all cu't, incurred relative to the above-referenced projecr,by the City of Renton for the following work I —tee aw( ma-tt;mis �r to er 06% the f*(lowl»o GoNNeeYio»e to arJett rsLr r �.f4erve . i Jehlttr surltu s.w kt pw( related work BILLING TO BE SENT TO- Name: Addresshps- CI• _ YOU WILT BE BILLED TIME AND MATERIAL ' "��-, ,--- FOR ANY WORK DONE BY CITY STAFF TO City. �. I'a REPAIR DAMAGES Atta Phone No--_7 �. V., r/ ev tractor or - Authorized Agent ed Agent f 1 l I . 3 I ^„E Lalck9 Toting LWoretorl",Inc. - 94DS ME Sea"* WA 9810 WATER BACTERIOLOGICAL ANALYSIS SA V.k OMUCTIM FM EISIIE VMkS014 CAGE OF GOtgE AM OOPY � 9kEWw9EEleN MIEFIIerM,EEEEIRM dWMRysM. DATE COLLMD T" CIr coEARVNAME rdnN ad w Oft TIEOFSVSTMI Racommommir : f-Yy{L�lir�c G�g�gUp EalwteMEL 1.0.lb. (� NdfrrR�rrrdr NWE OF 9V9RE1 l roEEterEE�apuc+eo CIS ary A;AA 6-4 4u vcP BN ,cOLLWlmWVWM 9Vom 9Enr1 i i. •�ewrut f1MaA [tE'IIMO QRA1Mow ❑ na% TYPE OF 9NRE 9frfAdM+r nrr mWnnl npgIMT Rq YMitiR Llm1�400.W 1dM fiwl dsYMMnI -���FMdK ��DIMYre rt OFr U pEPEAI SAMPLE MNpuf MMVm(MNV LtlF_ _ 1 pr I I (�Mw SWRCE YMttR 9d 9Eelm L10601aE _d.CON91pU011p1d Rk1RW L-1 �hWOF�E,,,, LJ On*R E9FEEEA IIJJ mc-m�ma+v®� RA9�OM.q BEEepf IE eEep19/EIk71 a UN9AMIAOTORV.Q9ERlydRdA TIR ❑EMP�e �E.OeEMrr 1� ❑MRFFdF PEWdRdV p7EIp WOM7011ef�kE9 IOIALCOIIMIr M9wl E.000 nom ,r-,OOVCRM _-._mad RATECOUKr—Ad -.. -ugTEIETEewrie RT9lEinm 9AT11'LE NDtlE81ED 9ECWSE MMUNMATAeLEEEGMM �SFnI'dmdl ❑TTITC C]MTC PdNI welly oowFrr Ertlorr TRm [}Twdddr. L3 EFvwd4r BEE REVERSE$IDF Of IWFENCOW Fql EERIVNfgN 0f RE9UlT5 1M119 Ddd*U MTF,TRd RrCEME9 RHANEDEF O`6106b` 9 7 d9EfiFeR�aL.�— u aEwiaR. f ..darlY. .•=1 CITY OF RENTON ` , PLANNING,BUILDING/PUBLIC WORKS DEPARTMENT FINAL COST DATA AND INVENTORY NAME OF PROJECT WTR- "-LI07. WWP• 7o—irOL }GC,NcoI a'frtur, F.IvtnlK. SWP- WAMBC >OBDK+Pfow/ ayT'1< TRO- TED- so_aARz Per the request of the City of Renton,the following information is furnished concerning final costs for improvements installed and nljned over to the City for the above referenced project. WATER SYST M CodrRucriON COSTc , 0 Length Size Type N - L.F.of t_ - P./, WATERMASN a orA, /4 /S4 e.P.of _Q/• WATHRMAIN L.F.of 12. _ D,/• WATERMiAIN L L.F.of .1 D./. WATERMAIN —� EACH of O V CATE VALVES ,x EACH of — ' �� GATE VALVEo / EACH of /_. GATE VALVES may_ EACH of IOMM FIRE HYDRANT ASSEMBLIES f 4,M0.0 (Cost of Fire Hydrams must be listed separately) (Include Engineering and Sales Tax if applicable s ' TOTAL COST FOR WATER SYSTEM 2.2 go— ' SANITARY SEWER SYSTEM. STORM DRAINAGE SYSTEM: Length Size Tyea Length Size Type '. _ L.F.of may_ _ /V SEWER MAIN _Z�_ L.F.of �_ �RM LINE /� /OOB L.F.of L P.Z, SEWER MAIN L.F Of _ STORM LINE L.F.of SEWER MAIN L.F.of STORM LINE EA of �_ ' DIAMETER MANHOLES FA 01 _ ' STORM INLFTIOUTLET EA of - DIAMETER MANHOLES _� EA Of _ ' �_ STORM CATCHBASIN (1.1ashM ENmeems,aM Sates Tax FA of STORM CATCHBASTN if",heaNe) S (heluding Enduivoing and Sales Tax TOTAL COST FOR SANITARY SEWER SYSTEM 3 if.powaNe) S j TOTAL COST FOR STORM DRAINAGE SYSTEM _ STREET IMPROVEMENTS: (Initialing Curb,Gaiter,Sidewalk,Asphsll Pavemem) Curb,Guoe,,Sidewalk: L F. S Aspluh Parvemsm: SY m L.F. of _ _ Width S SIGNALIZATION'. (Including End.Design Costs,City Permit Fees,WA S(Sales Tit) STREET LIGHTING: (Including Eng.Design Cats,City Permit Fees,WA St Sales Tax) of Poles S_ Print signatory name day Phone (SIGNATURE) form✓(-OSTDATr DOGm (Sigrolory must be authorized agent �l owner of subject developmen0 f 1 � I,. I r ..ay � w T 4 I a CITY OF RENTON i MEMORANDUM DATE: April 29, 1994 TO: Neil Wars FROM: Sonja J. Fesser`�q (s). SUBJECT: Wulff E,ement Legal Descriptions Rahanco project On Monster Road Property Services has reviewed the above referenced legal descriptions and has the fhl:owing comments: The first of the four legal descriptions given states that the easement is wholly contained within Lot 30 of the plat of Junction Addition. A visual review of sheet 3 of the submittal reveals that the easement could,to fact,also fall within Lou 29. Please have this verified. The third of the four legw descriptions given states that the easement is contained within Lot 28A and Lot 29. In this irstance,a visual review of sheet 3 of the�ubmittal reveals that the easement appears to fall within Lot 28A only. Please have this verified. It should he noted that sheet 3 references the'E 1/2,SE 1/4, SEC. 14,T. 23 N., R. 4 E.'. The reference should be 'C.E. BROWNELL'S DONATION CLAIM NO. 41. SEC 14.T. 23 N., R. 4 E,'. All references to 68th Avenue South (County designation) in the IegtJ descriptions should be changed to Charles Monster Rood SW (City designation). The County "me can be referenced in pa-entheses after the City name. 'rhe legal descriptions should make explicit that the street right-ef-way is the boundary of the easement. In other words, it should he stated that the sidelines of the IS foot easement are to be extended or shortened to meet at the westerly right-of-way line of Charles Monster Road SW. As requested, I have attached a copy of the City's Utiltbes Easement form ter completion and signature. Have the applicant complete the appropriate sheet 2 of 2(the Corporate Form). I If you have any questions,please call me on Ext. 4412. 1 � CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT 0 MEMORANDUM DATE: AWOL 4, 1994 TO: SONJA FTSSER FROM: NEIL WATTS ttiII�C(/ SUBJECT: WATER EA,SEMENf LEGAL DESCRIPTIONS RABANCO PROJECT ON MONSTER ROAD i Please review the attached legal descriptions for water mains located on the Rabanco project on Munster Road. I have also included a Copy of the as-built drawings for the construction of the water facilities in question. If the legals are acceptable, please return them to me along with the correct form for easements, so I can transmit them to the applicant for Completion and signature, if there are corrections needed, let me know and 1 will ask the engineer to make the necessary revisions. If you have any questions,please call me at X-6178. Thank you for your assistance. cc: Abdoul Oafour i I , 5 : t�SSr -�il .ter f � Y r. Eq,.. � PNnnrn Sunrynn March 29, 1994 File No.21-9114032-001-143 aaasaaarmn Page 1 of 3 tvom�aa A..w• Win MI WATER LINE EASEMENT DESCRIPTION FOR °O Bo""M _REGIONAL DISPOSAL COMPANY'S BLACK RIVER SITE tvM..00.+,as I 960b.06Y 1 A strip of land situate in Lot 30 of Junction Addition to the City of Seattle,according to the plat thereof recorded in Volur.te 12 of Plats,on page 75,records of King County,Washington,said strip being IS.UO feet in width and lying 7.5 feet on each side of the following described I centerlines: I Commmencing at the southeast corner of Section 14.Township 23 North,Range 4 East,W.M.; THENCE N01017'21"E along the east line of said Section 14,a distance of 1331.49 feet, THENCE N88042'39"W.414.79 feet to the westerly right-of-way line of 6Xth Avenue South I and the POINT OF BEGINNING; THENCE S6X0I650"W,56.(X)feet to Point"A"; i THENCE continuing S614016'50"W, 16110 feet to the terminus of this herein described center line. A,hjj2 Beginning at the aforementioned Point"A"; THENCE N20023'37"W,28.00 feet to the terminus of this herein described center line. �p Beginning at the aforementioned Point"A'; THENCE S20°23'37"E,30.00 feet to the terminus of this herein described center line. TOGETHER WITH a strip of land situate in Lot 29 of Junction Addition to the City of Seattle, according to the plat thereof recorded in Volume 12 of Plats,on page 75,records of King j County.Washington,said strip being 15.00 feet in width and lying 7.5 feet on each side of the i following described centerlines: I Commencing at the southeast corner of Section 14,Township 23 North,Range 4 East,W.M.; THENCE N01017'21"E along the east line of said Section 14.a distance of 1331,49 feet; THENCE NX8°42'39"W,414.79 feet to the westerly right-of-way line of 68th Avenue South; THENCE SIX°53'4X"E along said westerly right-of-way line.59.23 feet; THENCE S22057'48"E along said westerly right-of-way line, 140.29 feet to the PONT OF BEGINNING; THENCE S670I14'27"W AUK)feet to the terminus of this herein described centerline. TOGETHER WITH a strip of land situate in Lot 28A and Lot 29 of Junction Addition to the City of Seattle,according to the plat thereof recorded in Volume 12 of Plats,on page 73. records of King County,Washington,said strip being MIX)feet in width and lying 7.5 feet on each side of the following described centerlines: r w I Yw ..Yn .tt , 4 4 4}J ,.........,.,xu;r �tlIfA MIr 4 F [njmm' Plnrnm hnepn March 29, 1994 File No.21-911-0324X11-X3 R.iaAtdda .. .t Page 2 of 3 tvmt r A..w Suin JOr Commencing at the southeast corner of Section 14,Township 23 North,Range 4 East,W.M.; P.O.aen 66J° THENCE NO°1T21"E along the east line of said Section 14.a distance of 1331.49 feet; LyI%'A THENCE N98°42'39"W 414.79 feet to the westerly right-of-way line of 61sth Avenue South; j THENCE S 1 X°53'4X"E along said westerly right-of-way line,59.23 feet; rn.n.me rs-sw j THENCE S22057'48"E along said westerly right-of-way line.2140.92 feet to the POINT OF .s Ja ns wa u BEGINNING; THENCE S7003340"W,47.00 feet; THENCE S60°I 915"W, 106.60 feet to Point"B"and the terminus of this herein described t centerline. A=Beginning at the aforementioned Point"B"; THENCE N25024'06"W,25.50 feet to the terminus of this herein described centerline. AND Beginning at the aforementioned Point"B'; THENCE S2X°13'35"E,47.0(I feet to the terminus of this herein described centerline. TOGETHER a strip of land situate in Lot 28A of Junction Addition to the City of Seattle,according to the plat thereof recorded in Volume 12 of Plats•on page 75,records of King County.Washington•said strip being 15.00 feet in width and lying 7.5 feet on each side of the following described centerlines; Cotmnencing at the southeast corner of Section 14.Township 23 North.Range 4 East,W.M.; THENCE Nlll 017'21"E along the east line of said Section 14,a distance of 1331.49 feet; THENCF NXX042'39"W 414.79 feet to the westerly right-of-way line of 68th Avenue South; JJJ THENCE SI8053'48"E along said westerly right-of-way line.59.23 feet; { THENCE S22°57'48"E along said westerly right-of-way line,313.20 feet to the point of curvature of a curve concave to the northeast having a radius of 1462.76 feet and a central angle of I I*(KI 0' THENCE along said curve 2112.53 feet; THENCE S34°0149"E,36.05 feet to the POINT OF BEGINNING; THENCE S55043'2l)"W,52.O(l feet to the terminus of this herein described centerline. �1 STE11, �p0 iur �y vll\svVslakrivr.eth �SJ�A'AL wrteg rinv z9 Naa i POINT 'A' � 1a.00• W Y Jo.oa' o S67 16'2YW J0 00' :2 I� �• WI \ N q JJ a I / m i 26.60• 14 13 \ 23 24 4 I A. I1'04'00' i R- l4F- 262 53,Fr I ID# "4cnr6e.�° Q, UNp43 I fMPIRfS 11/11/95o\ 1 WATER LINE EASEMENT AT REGIONAL DISPOSAL COMPANY'S B CK RIVER SITE A AORTION OF THE E 1/2, SE 1/4. SEC. 14• T. 23 N., R. 4 E.. W.M. CITY OF RENTON. KING COUNTY, WASHINGTON ae 4wu 1'.60' axm lu Lynnwood. 33rd Ave. 3 663 301 w' RLS " 3 I Lynnwood, WA 08038-8838 .. _- RLS 206/]]5-3 N Wa 21-"-032 r• will I I rx r �4 :lr :i( Sv i S l.4'�'N e1i" yy i 1 A -► CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Lmm Gattaiiii AdeWdratx September 21, 1993 Jim Garrison Regional Disposal Company COPY I ,r 4730 32nd Avenue South �Y% Seattle, WA 98118 SUBJECT: Rabanco/Blackriver CDL Final Occupancy PermittiY Dear Mr. Garrison: ' Thank you for the recent update on the construction status for the rublic works requirements for the above project. There are several items which must be completed before I can recommend approval of final occupancy for this project. These items include; i Completion of all utility, drainage, paving, grading, lighting, landscaping and street improvements for the project. This includes any punchlist items from the Public Works 11 Inspector and/or the City Maintenance Division. The construction permit for the project must be signed off by the inspector (Steve Pinkham) prior to recommending approval for the final occupancy permit. After the construction permit is signed off by the inspector, a maintenance bond must be posted with the City for 10% of the value of the improvements to be turned over to the City. The original construction bond can be released after the maintenance bond is accepted by the City. Sample forms for the maintenance bond are available at the 4th floor information counter. As-built plans must be submitted to the City for our review and approval. Submit five (51 blue-line copies for our review. After approval of the blue-line plans, final mylars must be submitted for our permanent records, prior to our recommending approval of final occupancy. i Bills of Sale and Cost Data Inventories must be prepared and submitted to the City for review, approval and recording for all improvements being turned over to the City. Standard forms are available at the 4th floor information counter. Final utility easements for the publicly owned and maintained water appurtenances on the site, as well as the required quit claim deed for tho street dedication must be submitted, approved and recorded. Please submit all easements for our review and approval before signing and notarizing by the property owner. We will return for final signature and notarization once the legals and easement forms have been approved by I our Technical Services Section. i rl These project close out items will be coordinated through Clint Morgan of the Plan Review Section. Please note that review and approval of the submitted items may take two weeks, or longer if there are corrections required. You should submit these 1 items as soon as possible to allow enough time for processing prior to your desired date for final occupancy approval. 200 Mill Avenue South-Renton,Washington 98055 11 11 III III September 21, 1993 Page 2 I The approval of the final occupancy permit is made by the Construction Field Services Section. The request for final occupancV is handled by the Building Inspector (Randy Martin), who will route the request to all affected departments for comment. The items listed in this letter are only the items related to the public works portion of the v project. There may be other items which need to be addressed from the Building Inspector or Planning. Sincerely, )J 1 Neil watts. P.E. Plan Review Supervisor Development Services Division cc: Jim Chandler Jim Hanson Clint Morgan J !, Stove Pinkham 1 4 i t = i i i i W LOi W- 2i0Z DAILY [NSPE�ICN DIARY r ' DAYS Gf iF-_-I� DATE: f l /d/a.'4ORK PtRIOD:/��iiatv;L ItMRT F/P,m. ty� /6� WEATHER: ' l-,I RAR_IC�_'F MIN S•j'F PRECIPITATION: /,/nA /,a: WORE ACCOMPLISHED TODAY: 7 A, pqK /77 770 i C ' I /� '•- ryG"..v�,' 1.�":/.T�i .Ft• `�+-1i� ��Gi���A�� • ."C: .L fir'` /�/� � 1 • '.. � CON[RACTOR SIGNATURE INS ECYOR- SIGNATI�II E- DATEi CITY OF RENTON WATER DEPARTMENT Pressure Test 8 Purification Test Form „j PROJECT NO. NAME OF PROJECT_ PRESSURE TEST TAKEN BY 11bW ON �Z/ zq 3 " -� AT A PRESSURE OF PSI, FOR MIN. i TEST 4CCEPTF.D ON � -. PURIFIL.ATION TEST TAKEN BY ON / PURIFICATION TEST RF.SULT3, SAMPLE el SAMPLE 03 REMARKS: } , I K W- 2102 STRUCTURAL CALCULATIONS FOR THE BLACK RIVER WASTE REDUCTION CENTER, WATERLINE CROSSING OVER THE BLACK RIVER FOR THE r REGIONAL DISPOSAL CO. OCTOBER 28, 1992 FILE NO. 21-90-032-008-04 RESUBMITTED MAY 24, 1993 1 0 q G.T � � 1 I w 0 9/19l 8 �aw�11/17/`1} 1 ; by REID MIDDLETON,INC. 19031 33rd Avenue West, Suite 301 Lynnwood,Washington 98036 ; r t' ire..-....+.._.•.._. Jab No. 2p/-9O'G?? `�' Sh::t of 3s Client NAL �5j!V4SAL Design by: Date: 5 /O '$ ooc t9o31w Avenaewnt t4oject K ' ,e L91M1 34WA9 GT/G.N Chec4,d by: I !�« ioslm3439 eez2Wit7PL/ryE GROSS/Ncrr zs q3 Ixat ns.3,�FAX Date: �9 J fjst:amc m j �'x• 'cchsarn</ve 4 N rL i \ t t n zF: \ is t 1 - ; a d T It I h f 1 o x w 14 ^e. V ------------ 1M1 tl f wrM11M=' " Job No. Sheet 2 of n Client Design by: _ 19031 931d Ml. w•M Project Date: Lynnwon6 WA 980% Checked by: (206)77$-3434 (206)TI-W"FAX Date: a �0.4P C,gSgs: G98� S : t1�Av Ld4D �4u,b Ca/�a�> _ 4 C C Tl' G/YE GOAt, (W-IL eve MW/w 5a y GASE'"IS; TCHP /n/C,PEA�sE 4 y. AS�iU�+FG //Pe in5�►//N/ Q �ice, r Gcu/duo 1�rl�jus� move47 from. , k CA S 0.2U GT rs« p. CASE'S: SNOW Lowe., —°► 26/sf' �yc 26ys/ K /7.4y/2" -- say = 40 d bf N job No. Sheet ?J of .a Client Design by:/ Project_— _ Date: IS 9-q ,-awod Avenue West I tyvtM-3 WA9B0.M Checked by: 13061�,39 Q06)7}1t79 FAX Date: L�TEA?AL L 0,4� •. Rw r- x iz 1 •Qq0 �2. ��/� '` /a' / Pr/i �✓� Gc.az p/� e JT 5 'ell s 25 ' Q ./T. Co _ lo�yle 35d --1p- _ _ ts9so /60 Ar- 8G29Kvn O JT, m IN t(( _ f t : Job No. Sheet of Client Design by: L"--o.d WA 9O west Project Date. Lynnwood,WA9BD36 47067 n5-34N FM aosi s-7139 Checked b � Y Date: Gd.4D CGklBpS: ,r 7I: Tx t LL + SL CTtr( 4Yll� DL f cL Tr Cl� gtm� LL t TD f SL �l t �+ Z74 M - - TL LX f LL f EQ (r+ a�sN �1: DULL ,cE Q (.r t Itf y1) 7e X Y y- f S in SS t£ t a .. Jr a2G 4. ,, � : .. 1,« �� �.. �,,. ..: <I •' { . a .". a . R... 4 _.f..l �` �.1�.,--,Y. � _ _ 1 Y. 1 f�P • .: f w . "R v ,r n,' b 9� �� �.L: 1 �a • y • Y A • �... ... a a�..�......� ..�n....r.�,.l... � .�. r. .....r.a.r_y....u...r.. . . 4�_r�.. , ••. f� T.-1.y.-{nC^a_.4Y ,�.M. :Y.•;t.,.. ..i. r 'w-. W5R "�.....n.a .R.ryqu 1.^ w Y"IT Cn� ax a .1•{M'M•pr�•'aP Y�r^r`Y r+ n 1 i . . i °J Y +£ REID '111mLETON, INC. RDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING aae INITIALIZING DATA see Job Description: RDC - BLACK RIVER WASTE REDUCTION CENTER Frame Descriptions MONSTER ROAD BRIDGE WATERLINE CROSSING Structure Parameters Analysis Options Members ........... 7 Linear Elastic Analysis Joints ............ 3 Imperial Units i Springs ........... 0 Sections .......... 2 Load Case I specified as self-weight Materials ......... 2 !• '. - r Load Cases ........ 7 Load Combinations . 6 j AF User Names J. KLEKOTKA REID MIDDLETON, INC. 19031 33rd Ave. •I., Suite 301 Lynnwood, Washington 99036 t; ,r P-FRARE 1.06 (c) Coerriaht 1992 - 1991 Softek Services Ltd. Read Office: i n' 2034 West 12th Avenue, Suite Vancouver, P.C. V63 262 Canada Phone: (604)732-3763 Fair. (604)732-9467 i Softek assumes no responsibility for the accuracy, validity or applicability of the results of P-FRAME. F-FRAMF Input Data Str No. 20 J. KLEKOTKA 10 May 93 12:50 ps Page 1 •r 41 * y KY: R. rr `Yl t f t REID MIDDLETON, INC. RDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING en JOINT DATA eaa Joint X - coord. Y - coord. X - Degree Y - Degree 2 - Degree Number (feet) (feet) of Freedom of Freedom of Freedom "q 1 0 4 0 0 0 29 -14 0 0 0 3 69 -10 0 C 0 4 98 2 0 0 0 5 0 2) 1 1 1 6 29 30 1 1 1 7 69 30 1 1 1 8 98 30 1 1 1 f Note: Degree of Freedom: 0-restrained 1-free j=coupled to joint 'j' ear SECTION PROPERTY DATA eee t4 . Sec X-sectional Mom. Inertia Shear Area Section Mod Plastic Moment + 1 No. Area (in2) (04) (in2) (03) Capacity (K-ft) 1 19.242 361.54 14.4 %.712 0 :1.26 772.15 4.6 88.75 0 Sec. Database No. Code Name 1 12" DIP. STEEL PIPE PILE 2 16" DIA. DI PIPE Notest 1. Non-zero Cross-sectional Area anL ant of Inertia are mandatory. 2. For non-zero Shear Area, shear stresses are calculated. 3. For non-zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). 4. For non-zero Elastic Section Modulus (S), stresses are calculated S. Non-zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------------------------------------- aaa MATERIAL PROPERTY DATA aae Material Youngmod Shearmod Density Coeff Esp Fy Yield Number (ks1) (ka1) (K/ft3) (/FOI.E-6) (Ksi) 1 29000 0 .49 6.5 0 2 28000 0 .49 6.7 0 P-FRAME Input Data Sty No. 20 J. KLEKOTKA 10 May 93 12t50 pa Page 2 t x F r �c e REID MIDDLETON. INC. V RDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING Notes: 1. Elastic Modulus (Young's Modulus) is mandatory. 2. For non-zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). 3. Non-zero density is required if self-weight is specified and member weight is to be considered (linear elastic and plastic analysis). 4. Non-zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). 5. Non-zero Yield Stress is mandatory for plastic analysis. -------------------------------------------------------------------------------- ass MEMBER CONNECTIVITY DATA eee i Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End Type Type (ft) 1 1 5 1 1 1 0 1 26. 2 2 6 I 1 1 0 1 44. 3 3 1 1 1 0 1 40. 4 4 8 i 1 1 0 1 28. 5 5 6 2 2 1 1 1 29. 6 6 7 2 21 1 1 40. 7 7 8 2 2 1 1 1 29. Notes) p 1. Member End Types: 1-fixed (rigid connection) 0-pinned (pinned connectioo). 2. Attribute Type 0 indicates that the member has been deleted. P-FRAME input 3a+.a Str No. 20 f� J. KLEKOTKA 10 May 93 12130 pm Page 3 r< ( � C" 31 n n nt a f 4 4 !Y 1 )5 gi t REID MIDDLETON, INC. RDC - BLACK RIVER WASTE REDUCTION CE4TER rAi MONSTER ROAD BRIDGE WATERLINE CROSST146 T .. � �A, sae LOAD INITIALI2IN6 DATA see ) load a loaded a support a loaded describe r ip -., p,}+,`;.j,,.<., use joints settl soots sabers load use 1 0 0 0 Self Weight 2 0 0 3 LIVE LOAD (WT. OF WATER) 3 0 0 3 TEMP INCREASE 4 0 0 3 TEMP DECREASE S 4 0 0 SEISMIC LOAD (TO THE SOUTH) 6 4 0 0 SEISMIC LOAD (TO THE NORTH) 7 0 0 3 SNOW LOAD Notes Load Case 1 specified as self-weight. Joint and Member load data for Load Case 1 is ignored. Self-weight is automatically calulated. _ .----------------------------------------------------------------- u ' 6.},C y ees JOINT LOAD DATA moo ;+ x�y� 4h �y N- r ,., load use E - global Joint loads Record Loaded Horizontal Vertical Torsional Number Joint Lead (kips) Load (kips) Load (K-ft) ' - ± 5 ' E 0 0 3 7 = 4 8 0 0 load use 6 - alobal Joint loads r a,fij Record Loaded Horizontal Vertical Torsional w Number Joint Lead (kips) Load (kips) Load (K-ft) At 1 -1.6 0 0 s 2 f -2.3 0 0 4 S -3.7 0 ^ Notes 1. Joint loads act in the global coordinate system. 2. Positive Horizontal Loads act in the positive X direction. 3. Positive Vertical Loads act in the positive V direction. 4. Positive Torsional Loads act counter-clockwise. P-FRAME Input Data gtr No.. 20 J. KLEKOTKA 10 Nay !11 12056 pa Faroe 4 4.; ,i T. .p F• 's rs I, 1 + REID MIDDLETON, INC. RDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD ?RIDGE WATERLINE CROSSING MEMBER LOAD DATA sea loatl case 2 - ember di -+� Rec Mm Slopad UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft parp K/ft peril K/ft 1 OJ Change (F) 1 5 0 0 -.1 J -.3 C n 0 _ l0id case 3 - meahw di �+�• F-� +--+- ' Rec MIS Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft S GJ Change (F) a , ♦'" 1 S 0 0 +( +_ 2 6 0 n P B - jy,�.. .W +; 0 +0 1 r#/G` Rae Mem Sloped UDL PYOJ. UDL Local UDL Local UDL Triangular Thermal + No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft S GJ Change tF) s i. 2 6 ` loatl use 7member tliftrihutetl loads Rec Mem Sloped UDL Proj. UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft G GJ Change (F) 1 3 0 0 -.04 0 0 0 2 6 o 0 -.04 0 0 0 3 7 0 0 -.04 0 0 0 Nottal A) For Fully Distributed loads and Poe,: Leads, - Sloped UDL, Projected UDL 6 Point Lds act in the global coordinate system. - Local Perpendicular, Local Parallel, Triangular Loads act a the local member coordinate system. - Triangular Loads art 0 at the lower joint with the nagnitidt specified at the greater joint. B) For Partial load oritntationi 1 e Global K projected Id, 2 • Global V projected ld, 3 c Global % lateral Id 9 m Global V gravity Id. 5 • Local y Perp Id, 6 local x tangential Id a P-FRAME Input Data Str No. 20 J. KLEkOTKA 10 May 93 12t5o pe Page 5 S , t' .wl 7 T. ou V REID MIDDLETON, INC. RDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING eau LOAD COMBINATION DATA eae Load Load Comb 1 -d Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact 6... Fact Cue Fact Case Fact Case Fact Case Fact 1 1 1 2 1 1 Q 1 3 1 12 1 3 4 1 1 2 1 4 1 7 1 1 12 1 6 1 2 1 6 �e { 1 f f. f-FRAME InCui Data Str No. 1.0 J. KLEKOTKA 10 May 93 12:50 ;m Page 6 t i r0 .. , /Z REID MIDDLETON, INC. PDC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING ANALYSIS HISTORY aee ---.�. Structure Degrees of Freedom .................. 12 ''•c. Structure Half-Band.idth ....................... 6 ` Structure Stiffness Elements .................. 72 is 1 y Member with maximum half-bandwidth ............. 5 i, Number of Support Joints and Springs Structure Self-weisht (Kips) ............. 16.159 _,__.__..------------------------------------------------------------------------ aLM__Sff_ULT_ftEACTIONS •ea Load Caw Results Joint Load K-Reaction Y-Reaction Z-Reaction Number Case (kips) (kips) (K-ft) 1 1 0.000 2.447 0.000 - 0.000 1.024 0.000 .151 0.)00 -3.921 4 -.113 0.000 2.940 -3.418 0.000 98.872 6 2.418 0.000 -98.872 7 0.000 .410 0.000 1 0.000 5.697 0.000 2 0.000 3.e76 0.000 3 .011 0.000 -.493 4 -.008 0.000 .370 5 -.705 0.000 31.042 6 .705 0.000 -31.042 7 0.000 1.550 0.000 3 1 0.000 5.439 0.000 2 0.000 3.879 0.000 3 -.022 0.000 .866 4 .016 0.000 -.649 5 -.939 0.000 37.562 6 .939 0.000 -37.562 7 0.000 1.551 0.000 4 1 0.000 2.577 0.000 2 0.000 1.023 0.000 3 -.140 0.000 3.930 4 .105 0.000 -2.947 5 -2.737 0.000 76.644 t �:. 6 2.737 0.000 -76.644 7 0.000 .409 0.000 P-FRAME Linear Elastic analysis results Str 40. 20 r J. KLEKOTKA 10 May 93 12:50 pa Page 7 till 4 tl u I IS REID MIDDLETON, INC. RDC - FLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING Lag Combination Results Joint Load X-Reaction Y-Reaction 2-Reaction Number Combination (kips) (kips) (K-ft) 1 1 0.000 3.471 0.000 0.000 3.880 0.000 3 .131 3.471 -3.921 4 -.113 3.880 2.940 5 -3.419 3.471 99.872 6 3.419 3.471 -89.872 2 1 0.000 9.572 0.000 2 0.000 11.123 0.000 3 .011 9.572 -.493 4 -.008 11.123 .370 5 -.705 9.572 31.042 6 .705 9.572 -31.042 -�N 3 1 0.000 9.315 0.000 A' 2 0.000 10.866 0.000 3 -.022 9.315 .e66 i 4 .016 10.966 -.649 5 -.939 9.315 37.562 6 .939 9.315 -37.562 4 1 0.000 3.600 0.000 2 0.000 4.009 0.000 3 -.140 3.600 3.930 4 .105 4.009 -2.947 3 -2.737 3.600 76.644 6 2.737 3.600 -76.644 Notes( 4�., 1. Positive X-reactions act in the positive global X direction. 2. Pos.Live Y-reactions Oct in the positive global Y direction. 3. Positive 2-reactions act counter-clockwise. -------------------------------------------------------------------------------- eel JOINT DISPLACEMENT tee LgllLGase Results Joint Load X-Displ. Y-Displ. Rotation Number Chat (in) (in) (red) ! ! 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 3 0.00000 0.00000 0.00000 4 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 { E 0.00000 0.00000 0.00000 7 0.00000 0.00000 0.00000 P-FRAME Linear Elastic analysis results Str No. 20 J. KLEKOTKA 10 lay 93 12 d0 pa Page 8 Yj 1 Y� Y •l. M s b REID MIDDLETON, INC. RDC - BLACN RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING Load Combination Resr,_tjL Joint Load X-Displ. Y-Displ. Rotation Number Coabination (in) (in) (red) 4 .03932 -.00916 -.00027 5 3.30156 -.00769 -.00022 ( -3.30156 -100769 -.00022 1 0.00000 -.00689 .00022 0.00000 -.00822 .00027 3 .07608 -.00689 .00022 4 -.05706 -.00822 .00027 5 3.30174 -.00689 .00022 6 -3.30174 -.00689 .00022 8 1 0.00000 -.00162 .00050 2 0.00000 -.00166 .00061 3 .16927 -.00162 .00050 4 -.12695 -.00186 .00061 .r 5 3.30113 -.00162 .00050 6 -3.30113 -.001f2 .00050 Notesl I. Positive %-displacements are in the positi:r gbhal X direction. s 2. P011tive V-displacements are in the positive S10ha1 Y direction. 3. Positive Z-dieplaterents are ccc-'rr-cicN_.iie. ----------------------------------- ---_------------------------------------ 1 eaa MEMBER FORCES .ea ; Load Cass Results 4. 4em Load AYI&I 8 LJ Shear S LJ BM 4 LJ Aulal S OJ Shear S OJ M S OJ No. Last (kips) (kips) (K-Tt) (kips) (kips) (N-it) 1 1 2.447 0.000 0.000 -.745 0.000 0.000 2 1.024 0.000 0.000 -1.024 0.000 0.000 3 0.000 -.151 -3.921 0.000 .151 0.000 4 0.000 .113 2.940 0.000 -.113 0.000 5 0.000 3.418 90.872 0.000 -3.419 0.000 6 0.000 -3.4le -90.972 0.000 3.418 0.000 7 .410 0.000 0.000 -.410 0.000 0.000 2 1 5.697 0.000 0.000 -2.216 0.000 0.000 2 3.BP6 0.000 0.000 -3.876 0.000 0.000 3 0.000 -.011 -.493 0.000 .011 0.000 4 0.000 .008 .370 0.000 -.008 0.000 5 0.000 .705 31.042 0.000 705 0.000 6 0.000 -.705 -31.042 0.000 .705 0.000 r 7 1.550 0.000 0.000 -1.550 0.000 0.000 'L 3 1 $.438 0.000 0.000 -2.819 0.000 0.000 P-FRAME Linear Elastic analysis ren�lta Str No. 20 J. NLEN OTNA 10 Mey 93 12150 pm Page 11 r: c 1 { .ti'r y h 4 5 REID MIDDLETON. INC. FOC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD ?RIDGE WATERLINE CROSSING eea MEMPER STRESSES eaR 1;F.P_d_fm5 Results Mem Load Joint Axial Shear Pending Top Norssa Bat Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -127.2 0.0 0.0 -127.2 -127.2 -38.7 0.0 0.0 -30.7 -38.7 2 1 -53.2 0.0 0.0 -33.2 -53.2 -53.2 0.0 0.0 -53.2 -53.2 3 1 0.0 -10.5 -929.6 -829.6 829.6 0.0 10.5 0.0 0.0 0.0 4 1 0.0 1.9 622.2 622.2 -622.2 5 0.0 -7.9 0.0 0.0 0.0 5 1 0.0 237.4 18,004.9 18,804.9 -18,804.9 5 0.0 -237.4 0.0 0.0 0.0 "...:..... 6 1 0.0 -2?7.4 -18,804.9 -18'004.9 18,804.9 5 0.0 237.4 0.0 0.0 0.0 7 1 -21.3 0.0 0.0 -21.3 -21.3 5 -21.3 0.0 0.0 -21.3 -21.3 r 1 2 -296.1 0.0 % -296.1 -296.1 t 6 -146.3 0.0 0.0 -146.3 -146.3 1 2 2 -201.4 0.0 0.0 -201.4 -201.4 6 -201.4 0.0 0.0 -20.4 -201.4 3 2 0.0 -.8 -104.3 -104.3 104.3 6 0.0 .S 0.0 0.0 0.0 4 2 0.0 .6 79.2 79.1 -78.2 6 0.0 -.6 0.0 0.0 0.0 - -•^ 5 2 3.0 49.0 6.568.3 6..68.3 -6,560.3 < _ 6 0.0 -49.0 0.0 0.0 0.0 _ 6 2 0.0 -49.0 -6,569.3 -6,568.3 6,568.3 6 0.0 49.0 0.0 0.0 0.0 - 7 2 -80.6 0.0 0.0 -00.6 -80.6 6 -80.6 0.0 0.0 -00.6 -80.6 1 3 -282.5 0.0 0.0 -282.6 -282.6 7 -166.5 0.0 0.0 -146.5 -146.5 2 3 -201.5 0.0 0.0 -201.5 -201.5 b 7 -201.5 0.0 0.0 -201.5 -201.5 3 0.0 1.5 183.2 '83.2 -iG3.2 .� 7 0.0 -1.5 0.0 0.0 0.0 r ' 4 3 0.0 -1.1 -137.4 -137.4 137.4 7 0.0 1.1 %0 0.0 0.0 5 3 0.0 65.2 7,948.1 7,948.1 -7,949.1 7 0.0 -65.2 0.0 0.0 0.0 6 3 0.0 -65.2 -7,949.1 -7.948.1 7 949.1 7 0.0 65.2 0.0 0.0 0.0 7 3 -80.6 0.0 0.0 -90.6 -90.6 7 -80.6 0.0 0.0 -80.6 -90.6 ' 4 1 4 -133.9 0.0 0.0 -33:3.9 -133.9 ••". -y., �. 8 -30.6 0.0 0.0 -36.6 -38.6 *y' s" R-FRAME Linear Elastic analysis results Str No. 20 (' J. KLEKOTKA 10 May 93 12:50 pm Page 14 ' 4 a r REII MIDDLETON, INC. RAC - BLACK RIVER WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING Load Case Results Mom Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi) (psi) (psi) (psi) (psi) 4 -53.2 0.0 0.0 -53.2 -53.2 8 -53.2 0.0 0.0 -53.2 -53.2 3 4 0.0 9.7 831.6 831.6 -831.6 8 0.0 -9.7 0.0 0.0 0.0 4 4 0.0 -7.3 -623.7 -623.7 623.7 8 0.0 7.3 0.0 0.0 0.0 5 4 0.0 190.1 16,217.6 1E,217.6 -16,217.6 8 0.0 -190.1 0.0 0.0 0.0 6 4 0.0 -190.1 -16,217.6 -16,217.6 l6,217.6 _ 8 0.0 190.1 0.0 0.0 0.0 7 4 -21.3 0.0 0.0 -221.9 -21.3 3 -21.3 0.0 0.0 -21.3 -21.3 e 5 5 0.0 46.5 0.0 0.0 0.0 `•t *'" 6 0.0 S5.2 1>212.^_ 1,212.2 -1,212.2 2 5 0.0 64.0 0.0 0.0 0.0 ' F 6 0.0 117.3 !,671.3 1,671.3 -1,671.3 3 5 -7.1 0.0 0.0 -?.1 -7.1 6 -7.1 0.0 0.0 -7.1 -7.1 4 5 S.3 0.0 0.0 5.3 5.3 6 5.3 0.0 0.0 5.3 5.3 5 5 35.1 0.0 0.0 85.1 95.1 6 SS.1 0.0 0.0 8' , 85.1 6 5 -S5.1 0.0 0.0 -85.1 -05.1 6 -95.1 0.0 0.0 -85.1 -85.1 7 5 0.0 25.6 3.0 0.0 0.0 6 0.0 46.9 668.5 668.5 -668.5 6 1 6 0.0 90.9 1,212.2 1,212.2 -1,212.2 7 0.0 90.9 1,216.7 1,216.7 -1,216.7 2 6 0.0 125.0 1,671.3 1,671.2 -1,671.3 7 0.0 125.0 !,674.4 1,674.4 -1,674.4 3 6 -7.6 0.0 0.0 -7.6 -7.6 7 -7.6 0.0 0.0 -7.6 -7.6 4 6 5.7 0.0 0.0 5.7 5.7 r 7 5.7 0.0 0.0 5.7 5.7 5 6 10.5 0.0 0.0 10.5 10.5 7 10.5 0.0 0.0 10.5 10.5 6 6 -10.5 0.0 0.0 -10.5 -10.5 7 -10.5 0.0 0.0 -10.5 -10.5 7 6 0.0 50.0 668.5 669.5 -668.5 7 0.0 50.0 669.7 669.7 -669.7 7 1 7 0.0 85.3 1,216.7 1,216.7 -1,216.7 _ er 8 0.0 46.5 0.0 0.0 0.0 , 2 7 0.0 117.3 1,674.4 1,674.4 -1,674.4 8 0.0 63.9 0.0 0.0 0.0 y 3 7 -6.6 0.0 0.0 -6.6 -6.6 8 -6.6 0.0 0.0 -6.6 -6.6 P-FRAME Linear Elastic analysis results Str No. 20 J. KLEKOTKA 10 May 93 122W pe (+I S h I L_ � G �I ti REID MIDDLETON, INC. RDC - BLACK RIVCR WASTE REDUCTION CENTER MONSTER ROAD BRIDGE WATERLINE CROSSING i Load Cass Results Mom Load Joint Axial Shear Bending Too Normal got Normal No. Case No. (Psi) (psi) (psi) (psi) (psi) 1 4.9 0.0 0.0 4.9 4.9 8 4.9 0.0 0.0 4.9 4.9 -48.6 0.0 0.0 -48.6 -49.6 ;. 8 -48.6 0.0 0.0 -40.6 -48.6 y 6 7 48.6 0.0 0.0 48.6 48.6 8 48.6 0.0 0.0 48.6 48.6 7 0.0 46.9 669.7 S69.7 -669.7 B 0.0 25.6 0.0 0.0 0.0 Load Combination Results Mom Load Joint Axial Shear Bonding Top Normal got Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 ! 1 -190.4 0.0 0.0 -190.4 -1E0.4 -91.9 0.0 0.0 -51.9 -91.9 2 ! -201.7 0.0 0.0 -201.7 -201.7 -113.2 0.0 0.0 -113.2 -113.2 3 1 -190.4 --20.5 -829.6 -1,010.0 649.2 5 -91.9 10.5 0.0 -91.9 -91.9 4 1 -201.7 7.9 622.2 420.5 -923.9 5 -113.2 -7.9 0.0 -112.2 ^ 5 1 -180.4 237.4 18,904.9 18,624.5 -19 985. S -91.9 -237.4 0.0 -91.9 1.9 6 1 -190.4 .-237.4 -19,SO4.9 -18,985.3 18,624.5 5 -91.9 237.4 0.0 -91.9 -?1.? -497.5 0.0 0.0 -497.5 -4?7.5 6 -347.8 0.0 0.0 -347.8 -347.8 2 -578.0 0.0 0.0 -578.0 -579.0 6 -42e.3 0.0 0.0 -428.3 -428.3 3 -497.5 -.8 -104.3 -601.8 -3?3.2 6 -347.8 .8 0.0 -347.8 -347.8 4 2 -573.0 .6 78.2 -499.0 -656.3 6 -429.3 -.6 0.0 -429.3 -429.3 5 - -497.5 49.0 6,569.3 6,070.9 -7,055.8 6 -347.8 -49.0 0.0 -347.0 -347.8 x 6 2 -497.5 -49.0 -6,568.3 -7,065.8 6,070.8 > " 6 -347.8 49.0 0.0 -347.9 -349.8 3 -484.1 0.0 0.0 -484.1 -484.1 :._.._. 7 -349.0 0.0 0.0 - -348.0 -348.0 2 3 -564.7 0.0 0.0 -564.7 -564.7 7 -428.6 0.0 0.0 -428.6 -428.6 3 3 -484.1 1.5 183.2 -301.0 -667.3 7 -348.0 -1.5 0.0 -349.0 -348.0 3 -564.7 -1.1 -137.4 -702.1 -427.4 ..d 7 -429.6 1.1 0.0 -428.6 -428.6 5 3 -484.1 65.2 7,949.1 7,463.9 -8,422.2 . :: 7 -348.0 -65.2 0.0 -348.0 -348.0 P-FRAME Linear Elastic analysis results Str No. 20 1. KLEKOTKA 10 May 93 12150 Pe ^age 16 .d, pY•4 �4 4 ' F a ud r r 1 22 REID MIDI�LETON, INC. RDC - SUCK RIVER WASTE ^EDUCTION CPUER MONSTER ROAD BRIDGE WATERLINE CROSS'PS Load Combination Results Rem Load Joint Axial Slwar Bending Top Normal Pot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) _ 3 -484.1 -65.2 -7,?48.1 -8,�?'.2 7,463.9 . -348.0 65.2 0.0 -348.0 -348.0 1 4 -107.1 0.0 0.0 -187.1 -187.1 8 -91.8 0.0 0.0 -91.8 -91.8 4 -208.4 0.0 0.0 -208.4 -208.4 8 -113.1 0.0 0.0 -113.1 -113.1 3 4 -187.1 9.7 831.6 644.5 8 -91.8 -9.7 0.0 -91.9 -91.9 4 4 -208.4 -7.3 -623.7 -832.0 415.3 8 -113.1 7.3 0.0 -113.1 -113.1 4 -197.1 190.1 1S,217.6 1(.030.5 -!6,404.6 8 -91.8 -190.1 0.0 -91.8 -91.8 E 4 -187.1 -190.1 -16,217.6 -16,404.6 16,030.5 8 -91.8 190.1 0.0 -91.8 -91.8 5 1 5 0.0 110.5 0.0 0.0 %0 6 0.0 202.5 2,892.4 2,653.4 -2,883.0 { _ 5 0.0 126.1 0.0 0.0 0.0 6 0.0 249.4 3,552.0 3,"2.0 -3,552.0 -7.1 110.5 0.0 -7.1 -7.1 6 -7.1 202.S 2,883.4 2,876.4 -2,990.5 4 5 5.3 136.1 0.0 5.3 5.3 6 5.3 243.4 1,552.0 3,557.3 -3,546.- 5 5 85.1 130.5 0.0 81.1 85.1 6 85.1 202.5 2,881.4 2,968.6 -2,798.3 6 5 -85.1 110.5 0.0 -85.1 -95.1 6 -85.1 202.5 2,883.4 2,798.3 -2,969.6 6 6 0.0 215.8 2,883.4 2,S83.4 -2,883.4 °! 7 0.0 215.9 2,891.1 2,891.1 .. - 6 0.0 265.8 3,552.0 3,552.0 i 7 0.0 266.0 3,560.8 3,560.8 -3,560.8 3 6 -7.6 215.9 2,893.4 2,975.9 -2,891.0 7 -7.6 215.9 2,891.1 2,993.5 -2,898.6 4 6 5.7 263.9 3,552.0 3,557.6 -3,546.3 7 5.7 266.0 3,360.8 3,566.5 5 6 10.5 215.6 2,883.4 2,993.9 -2,873.0 7 10.5 215.9 2,891.1 2,901.5 -2,8d0.6 6 6 -10.5 215.9 2,883.4 2,973.0 -2,893.9 7 -10.5 215.9 2,891.1 2,890.6 -2,901.5 7 1 7 0.0 202.6 2,891.1 2,891.1 -2,891.1 8 0.0 110.4 0.0 0.0 0.0 2 7 0.0 249.5 3,560.8 3,560.8 -3,560.8 8 0.0 136.0 0.0 0.0 0.0 3 7 -6.6 202.6 2,991.1 2,884.5 -2,897.6 8 -6.6 110.4 0.0 -6.6 -6.6 4 7 4.9 249.5 3,560.8 3,565.7 .3,555.9 P-FRAME Linear Elastic analysis results Str No. 20 J. sLENOTKA 10 May 93 =:SO pa Page 17 1 4. i1 Y y:: r ` .{ti�l�yd x ti x a3 REID I UDLETON, INC. kDC - BLACK RIPER WASTE REDUCTION CENTER MONSTER ROAD PRIDOE WATERLINE CROSSING Load Combination Results Mom Load Joint Axial Shear Bending Top Normal Rot Normal No. Comb No. (psi) Cost) (psi) (psi) (psi) 3 4.9 136.0 0.3 4.9 4.9 -49.6 202.6 .:,891.1 2,842.5 -2,939.6 9 -48.1 110.4 0.0 -48.6 -49.6 6 7 48.6 202.6 2,891.1 2,939.6 -2,1342.5 8 49.6 110.4 0.0 4e.6 48.6 Notes, 1. Axial stress is positive for tension. . Shear stress is positive for positive shear. 3. Bending stress is for top of member. Bending stress is positive for tension. 4. Top Normal stress Axial + Bending. Bottom Normal stress Axial - Bending. 3, t x R-FRAME Linear Elasti: analysis results Sty No. 20 J. KLEKOTNA 10 May 93 12iSO ,a Page IS � a 5 w» 'i j, •15 )S D ` •a oDiagramsScale 1" 0 12-3569 X-f: a��cr 1 b 1 A 1 >> I f __`*AI S q r_ 1 1 1 /Q t r Y t0,9r k i t L h q and .ynf7' I RV f job _ DesigSheetn �S of Clientnt Design by: I�Ik 19931 WdAvenue West Project Date: Lynnwood.WA"M Checked b 4R96)773J134 Y 6)775.3439 FAX Date: _,Po /k; .e, ZAS: (Gvav li 4,g6a4) MAX. Se/[ e-oAp coup , tilAw6. ? G as 2 of SAX, �94MEivT /n m/L � � 9 A` ti1AX, LAT. �EtL . A s++ j A44 /ti F1LE /8.99<.l (MwrA!5. /, Co'nLy 5 BFw►',+ A,,Wl) rYi 1-1AX. ea",p. /N F.R' Gw- TD QT aPw (.�1wn6. G, Grnl� 3 AIAK. NEB AKwa r /iV P/FLU 20,4 (.Nwrib G GOIPA-40 a f 4) MAX. AAS, A&W4—vT 1,V (.�lwvr6. U, Go�i,lw 2�4) �s al 6. yL R t ..r �C 4 4, job No. Sheet 2G of Client Design by: 19031-33ed Avenue West Project Date: Lynnwood WA9BW6 Checked by: (ffO"51 %"I' ( Deter a 4. ,z yi- M- ge"soo. -3 6GX-,5, 1-57,o 7s C ifr/•xisus 1.0O ts%, elk k i r i I Y n k L .. ;tj.. w �'t Job No. Sheet of Client Design by: IDWYord WA9 weN Project Date: !SF �ynn..rooa.w�96036 Checked by: +" QW)775.66]1 (706)775.JU9 FAX Date: P 1 Et.sip EL . e/� _ P'i`L' wales- -siarw C1zuk /� "x s/e 'pl� _ M � /Z/44t� 8 �0 ZG/in' Fe /. 33e"p,6A s 2SO'k , eAmk C,*wL/aid Qx.o/ oO ~400" z/0�44riZS.SCG" - 2Lb.Gs k O - zoo 01 A-0 73) 3.G3 rsse 31��s. � Nett: �/r �X �ir AtsM N7B/.� !s 2D0. i/ays✓u, in �1i/s C O 160A oae low c$ ive eoud ANAO 06OW /O=� 6s/owtoell 00mLiwee ZfV a i hrrl o /6� r - e Jy i f ^,•`.R e lob _ Sheet of Client Design by: vfC 19MI d Avenue west PM!Kt Date: 5/;r g Lynnwoo4 WA 9M Checked by: 11061776N31 (706)775 Nm FAX Date: ;k 3 P/R = 3. 9O�//d.40/.v' = O. 2✓ts,' �= A < /. o Q Z/ t /7 3 _ O.OG ; a. V. to C</EC,C P//9- /,Or /T/5 G ` 4Wr OF 721Z d zo/ ok • " U�,�I�I it i a, RDC - BLACK RIVER WASTE REDUCTION CENTER 14ATEPLINE PILES t" JOB NO. 21-90-032-00S-04 L - ------ BY J JK ..,, DATE; 05/28/93 H TIME- 09130 AM ' ------------;------- MUDLINE x 1' PILE PENETRATION by METHOD IN USACOE SR-NO. 2, p. 138 INPUTt L - 2200.00 LBS (LATERAL LOAD TO PILE) H = 2?.00 FT (HEIGHT OF LOAD ABOVE BOTTOM) THETA = 30 Deg. (SOIL ANGLE OF INTPL FRICTN) WD = 90 PCF (DRY WEIGHT OF SOIL) V " 30 % -MOISTURE CONTENT OF SOIL) PILE DIA - 16 INCHES WS - WD - C(100 - V)/100IO64 -----`' WS ^ 45.20 PCF w Pp - WS tan.^2 (45 t THETA/2) -----• PP = :?5.60 PCF Pa - WS tan;._ (45 - THETA/2) ------ Pa - :5.07 PCF Pp - Pa - 130.53 PCF COP.PECTED FOR PILE WIDTH, Pp - Pa - 160.71 PLF OF PILE X14 - A(X^2) - BOX - C - 0 WHERE A SOL/(Pp - Pa) S - 12OLOH/(Pp - Pa) C = C2OL/(Pp - Pa)I^2 A - 114.49 B • 4980.37 C v 819.26 X X^4 -AaX...2 -BOX _c t) --------------------------------------------------------------- 1 1 -114.49 -4980.37 -819.26 -5913.12 2 I6 -457.96 -9960.73 -919.26 -11,21.96 3 81 -1030.42 -14941.10 -819.26 -16709.78 4 256 -1831.86 -19921.46 -819.26 -22316.58 5 625 -2862.28 --24901.83 -819.26 -27958.37 6 1296 -4121.68 -29882. 19 -919.26 -33527.14 7 2401 -5610.07 -34862.56 -819.26 -38890.89 e 4096 -7327.43 -39842.92 -919.26 -43893.62 9 6561 -9273.78 -44823.29 -819.26 -48355.33 10 10000 -11449. 12 -49803.65 -819.26 -52072.03 s Y f .l IU M r x1a Ytiti,, r (; N A S,SF y,W ��- �50 : 1 • 11 14641 -13853.43 -54784.i+2 -819.26 12 20736 -16486.73 -59764.38 -91.3.2E -5E324.37 13 25561 -19349.00 -64744.75 -819.26 -5E352.01 14 38416 -22440.27 -E9725. 11 -8!9.2E -545E9.64 15 50625 -25760.51 -74705.48 -819.26 -50<.60.25 16 65536 -29309.73 -79695.84 -819.'26 -44278.94 17 83521 -33087. 94 -94666.21 -819.26 -35052.41 18 104976 -37095. 13 -99646.57 -919. 6 22594.97 19 130321 -41331.31 -94626.94 -819.26 -6456.51 20 360000 -45796.46 -99607.30 -819.26 13776.97 21 194481 -50490.60 -104587.67 -919.2E 38583.47 22 23425E -55413.72 -10. 568.03 -919.26 68454.99 23 2''9841 -60565.82 -114548.40 -819.26 103907.52 24 331776 -65946.90 -119523.76 -819.26 145491.07 25 390625 -71556.97 -124509. 13 -819.26 193739.64 CHECK MOMENT -A PILE: j' PI14D WHERE V-0 : 0 = 12*L/(Pp - Pa)I' 1/2 1 R F: :HECK MOMENT: M. = LIP, - ./E ; - ezfiq•7. 1' 74, 1Xe cuy� Provider/ by soi/ f�ia� eta �ji�l7�/7/eve A/?�P�Sis 5/?GwS, .: 9/t5/�rp ✓� con 6syva /vim. - mSy, s fG�p ,•. TW r 1 I g} �� �1'I I ✓y Y is ia.d' ,17 yt • ® Job Sheet 3�of Client Design by: type-stra Av wWan Project Date: 'S /-7 q8 LymwOOA'WA MU(206)MUM Checked b - - (206)7/5309F" Date: w 70 GRP 6 N l- D. CO 5950 *,L) /. 5s t Ao i Gv;th i�•ri� fo Verde..l /cod, /ae ivl or" /Ac Pi�O—r i s hgWAIiq �/:re/c� /oh 44Wir which /7 ,+cirri 4w"5 O/7 �� r-O /IeYT is Ok i�75fC�f1c77. � �•'. �OJ' /A/sra/ /Oee�� /yCc� �0 r.�au� G/• fait, �a . � �. /hra ga • • �4//Ow = �5.8ie > > /. ASS ti �'� �rx:' fLsS, Tv An//s5 e(�y/w� .Gi~ ��• = 0.;(0•Al�(A¢ �D,E y' - 3. 9r/'A11n (/S� �1 ir. / " &' ?Acts f'y � cYgi4cf'► B" —'► WO/a/ 29. 7R >>/.55t 9i. Y, 9 Job No. Sheet 3o of Client Design by: `f 19031-33,d Avmw wn= Project Date: a Lynawoc4 wA9e1136 Checked by: (206)m.wc 17061 77S3139 FM Date: m r /'� /9�0� /re � �dq ��' 2t�9 �i.►�a /5.G'�� CAE Civ�wt�� = 50.3 ~ n 3. ?/�• = /dG.S`' >7 /. Sec! 4,C' ,',"g'� S.'2C SAW// fea : As�wuc /'V G/- / Lro / I's k � d � /off 4.1 ,fs . u//ow rb/G >tiroyrh Gat�v�iifi -• I II o.a`Y ' r Srf V I L�_48 f K I s+3 ��Ot✓ for 6omq,,'j, 2 r 6,o � ' G /¢ : w- t. a, i� 1 p: i 5 e Cf dj ry it ® job No. Sheet Client ------O y Design by: _ 1903133id Avenue Wed Project I`atr. 5 2/ 3 Lynnwood,WA 9W36 206)ns.3631 :hecked by: (2„5)n631N FAX — Date: 'Zoe 1e wii//fr = 3Ri" 6 s ?x �w/��i /ass ho%) SKi.t4rd = O./O/ns = 6h2 ._ /1 -+ h = 1z5 � G1'�" - G G Clink Sham : ✓=c•B! 3 . 74 3V $(0.8 = s 90Es, er, r- 9y =if irks", O,F 26d r�sXo�s� C�ek � aoe/d �i- f.4cs/en i� -' 'e� 3Ya"/�✓h, �lvn /P.., = 3"(37/f� =//./3t �s�ce Vc 0.6r c //.i3r p� n tom, w _ Y M ' REIDjob No Sheet of i Client 191DDLE)t �\ ,. . l9D31-33fd Aymm Won Project D. Lynnwood WA 98M Checked byr. (206)775-3439 FAX Date. ..zjll .. t i �1 i l e Sheet f Client _ -- Design by: 1%31 33rd Avenue West Project DatC. Z�Q3 Lvnnww&WA"0.35 Checked b 13W1 M/ 34 — y: 12Z M-3/39 FAX Date: Y, 7Yr "I k MW A %4 3 - - I 5TEEL. P/� I I pp NOTICE OF NEW FIRE HYDRANT IN-SERVICE ,yam NAME OF DEVELOPMENT F��At,IC L7 WAC�•G � wnS1 ADDRESS sr-3O 2 LdEX R U INSTALLATION CONTRACTOR gun C7 WATER PROJECT NO. lA)—7 .1 Q �_ L S�A41nj ,ILA' S TZQ I vcA+tl M NUMBER OF HYDRANTS rLJ r' HYDRANT LOCATIONS (FOR FIRE DEPT. USF ONLY) HYDRANT NO. I. ((cF7n Ic=.21 �hlhtl�24D 2. 'B+1ct Sor'-t b 3. 2-0+ 50 lib 'U 1' 11 4. 5. 6. INSPECTOR kE I 1I Laucb Tasting Laborstorba,f. .-. Ws Ham v Seattle.WA WIN WATER BACTERIOLOGICAL ANALYSIS 1 SAMPLE ODUECTCN RFADNSTALCTOS ON BACK OF caDEAMC Carr ■SrSTNaMIr wl teePP�e.F,W**"ft now" couW pA/E GOLLECTt9 } .G.VY�----- I� Aait 1rp1m-,Easrs+Eu snlaC en*at COMPLETE: L I,0.AID, WIEOFSVSTEY I C, i a�pcln mwEFEEwaEmuamTEL044WEND. ICA aAV L I Ibi�u SmItm aurLE W.EMLP+I araTeMo.ReE+laR.:a.lw SOUOE"w uanDIAO WATERUMOERSUMF ❑aRFACE 0~ ❑ > O Spp TfY. AM�altl; TVPEOF SAMPLE IdrFPr ayaPFRNPlwWI LTER ❑abMARFX-�❑PIEmpMw WOFE WATER 901PPF ❑TICRUC11ONa PEMPS.",1 2 r. IEYAaTS. MRTS E- D o~ ICW EL EST M 7 I T1Q—VNE AS M G _i. U RVa NTC TNcM EaIFI _SSMwE'. BETi REVERSE SIDE O GREEN COPV FM EJtPLANATKXI OE RESWTS W NPaIMRR pAILIA[A66AEP AFCEAEOfI Os L5 93 PSG � 5 pRe AEIaREP�ia� �'aM'S S� - I , W n IF P 9UPPl IEP COPY I_ _J Laueks Tasting Laboratories,Inc. W5 Harney Sank WA WIM WATER BACTERIOLOGICAL ANALYSIS SAAtP1.ECOLIECTIDN'.REM INBTFI t106 ON BACK OFG LDENROUCWy ■IWWISIWn•n nM MltwM.•wlFl•••IMaIIF•IFl DATE COLLECTED I nwE cmLecm I cpWFYNANE 1I}Itn o.Y Yw �Q T ' i9/ 43 � �� FE�i.✓ � TYFEasrslTBA snwaararuAouwETe: nla�c Op��pp�sspQlftDLW w�OF sr/sty —-- r�Pc LWipa& E[ELLECIED TELEPHOM .. K.s LQQAyrov-�icw ya 1 F H 5i4 �1cf 0���.SL� Lvalw s.weobytgLEDW a•.w srlTalsarl �/ •BDLNCE TYPE�W�rlPI011lo wATeIIMEn I p„RFACIE z,, l3wres ❑�s ❑+( CFE i j TYPE OF,tl EIFIIFC,F/•F wrn•FFoolml D pgmr �G4vn•INIIRrsFW1:�aAF�" f i a•aIYWn• ---- . FFYM U IA•••W a a.. p FEPEAT SNARE FI•rloiN w•Iarm OPFFFCP lM1 MW 9QIPCE WAIEP Sauu F D M ❑Tatl ctl NEW CDNSnaICTIDNaAEPA10.5 Facama OTNEP 19FFaM •1 :> Q RYllal OlL•IaI1Ea01a WA11B111EE1lTa p lRaA1aFACTORY,OFaFII+FI••N aAT�F•7— MMCWFOW FEPEATMoum E.cIFFI•F•• E.MsrN OFa•• �FOIFI•F•A NFY••wIA bKalAabaATOFIF _ __/ EWD_IIso FE =IFOFIII— W FIATS CDLMr_Aa -�_ ANDnEa ENFLE KgaLF9 BAAFPIE NOT TESTED BECAUSE. TEBTLM ITABLEBECAUSE: p 9.,b W w ❑CPtaba s•N• p YAPN tMM•F p TNTC p•sent+•Nm ❑TwdC.ULn p___ p Nuu MMu SEE PEVERSE SNE DF GMEN DOPY FOR EXF A TIDN OF RESWTS M.D OWiBI WIF.I•F:BKENFD 40aKDar ..F�,.� IraiFP sUVPI IFP — {ri J i.r J t PUBLIC WORKS DEPARTMENT 'I'U� 0 S731 7 ENGINEERING DIVISION j4&afA!0 96I5q CITY OF RENTON. WASIF" .TON APPLICATION ONLY - UNTIL VALIDATED tpttg�lg P 2l57 ER Oleser — Location of Work Ah)MAcco )ZAIIAI -- Address 4-t30 - R r INSPECTIONS FEES Ater 1,. CONSTRUCTION Sanil%ry Sewer/Storm water Permits Right-of-Way Construction PERMIT Right-of-Way Inspection Fees (Public Right-of-way) Water Inspection/Approval Fee _ Special Utility Connection Fee, Water Water Latecomer Fee Z lyy.j Special Assessment District, Water Date Issued Sewer Inspection/Approval Fees _ 12 y Special Utility Connection Fee,Sewer Latecomer Fee Special Assessment Utstrlct,bowel Reference Data Speci al Deposit, Private Latecomer Special Deposit,Cash Bond I TOTAL FEES, Description of Work and Number of feet '1 w.t. It Contractor Businasa G.., A' r D 7x -Li 20 O 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. 2529 :ALL 235-j4?r FOR INSPECTION. :all between 0 AM and 9 AM for APPLICANT nspecticn in afternoon: call wfore 12 Noon the day before or inspection in morning. PLBLIC WORKS DIRECTOR :pECIFY TIME FOR INSPECTION. ALL 215-2620 for street signs CALL BEFORE YOU DIG By 48-HOUR LOCATORS .nd lighting. 1-800-424-5555 t tw_ A14 Yam. I+^t ypz,,, TOTAL FEES FEES PAID FEES DUE Right-of-Way Constmction(4050) Right-of-Way Inspection(4028) 3 r 75.5'� 131�• �J 2 I .35 � Sanitary Sewer(4044) Sewer InspectlonlAppruval (4042) �i Sewer SUCC Fees(4040) 3 645,aT a2 3N 6g5.R9 Sewer S.A.D.(4045) I Misc. Water Installation(4059) r Water S.A.D. (4046) Water SUCC Fees(4056) 9 3g1.4 5 :S 34i. g8 Water InspectioNApproval(4057) t-37'-1 A 9 ao Water Misc Revenue(t025) Speeisl Deposit LatecomerslCash Bond CM4) Storm Water Impeeti0NApproval(4033) 17 C'.C(t N 59. 5 N04.S 4 Storm Water SUCC Fees(4069) C 575. 7C .\ 4� "t5.30 Storm Water Permits Plans-Utility Tu(4033) .r: Plam-Tramp Tu(4036) Postage(7055) ' Map"lueprints Tax(7041) Puoiicatiom Tax(7009) a: Photo Copies(70%) Tax(9998) Puking Permit(4070) Other TOTAL I68 225.V 10 50O.Oqa,572 .2 BOAJD AMDOAJT 30043•00 a t ORDER FOR WATER SERVICE INSTALLATION NO 3309 WOM O,Wr 14.5ny�9 Aod.-- - — M.t.rCwp.(ORO(Ww& FEE) $ 200 ,1.0 Sundry Sale No. L.0 Stub S. C,wd — w,CRY Yu® No[:) On Sews Yu ®NO r Down P.,r �—� Watt'Uo,, ❑R•YdYM.I Dom..WK] Sp.Oal Uoly Carn.man Cwp. otln f-21S4 4/t( ❑Cww" w Inp•Upn❑ tAwC . (C•y) -- ®Iwu.Ow F".S.rw❑ ❑Otlw Sp w Au•..m.n1 DRtAp Swap.Ea«,rq M.W�Yu ®No T" Hydram"fir 0•pWM M.rr sii. G R OONfYnC. (omfuuwn NANL Rwsp1 No TOW FM t 100 FFv.P,otC on 5 (DYN ®No No Inawl.Ipn:NfRR SYF�L(m (M!'(A1(� Smn Awrw 501- MON91fR 'F.no Sw �••SW�a. 6" ?Atmcb M.I.Mo. Nemv d CanmeraY VProl.d A Y/M11(lYfn W.,ln Qnhal tKe (w•210t) M.t•r No L"W D..alpoan ❑ AMdwd ot D.t.letuall.d Gamm.nl. ❑:..BaG To Acowt No. { I.. : B oubM.Qty limM•: ❑ M..vla.tount.ry ❑ Covowett b Amu ❑ RH....ham Ourq ❑ Bandry R.WYW Bond R.purw Cmu Cam.ulm C« R.MNw BYIM ®No AW.WhfitM ..Vu.B, k.r❑ FyuaY.VA Br..h.r❑ Om".Ch•ak VaN•Au.mbly Door OCVA ❑ Rwvow-omm n Beck Fbw D.Mo. ❑ _ Owns AN vI / RASRN(O JmN A(couayi. lbfw r.. Add'.... 4730 - M"b Aye"ut Sotrtn - S(wnv.. W1, 42111 ( s 1100 &II S.nI To 34m, u Qwnc✓ .. Add... (ph") Conbaaor. LIw U(f• %,ab (Gl,'J. (• Nu S by A.m.W.Nr ® S•Ib.Wale, W.I.Cod.No. T•ap S.nc�.Apr..mYl1. Y•.Q Subw No X If To.Apr«m.nt R.oudlnp No. S.mu b M bukM a .n Ea. t Y..M Noi It Yu.Ews , R.mdwV No _ N Tw.M Emonp Stub S. ? Yu© No❑ It To,Wat.r Prgq No. W- 11 Q 7 W.b—41 Earlvtp UIUIZ •r.Apr.. ti Yu❑ No A 11 Yu.Apr.Yn.nt No. In F..d Ch"6 Sp. Uk*Conn.Won Cwp. �1 Myu,Sp amrdlon aal Ub*C Cwp.M r W on My"[—]No ®Pa RR,,i M ly ' 2157 M{R)4"Ft _MWFPMa Umt__SinpM FAmy Lots tM1MwW�YYO�R�YtiG./.IRM4nYaAb.rYYti WYr��O,.InI.n wOwYW,rY,Wi�M�.Y Yr NYMOr0111Yb�Mb.n ®r.o rrwpW r•wwM1.Y.•rrAYrrrnrr•.i.a.r r.ry.q YrrvawY.a...Y,.w,....YYr r�.,..�rr,.r raww.n W�(WWMNtY/.I MYIYMY��/]]WyRR•..MM����YrY�1YMMMYYY�.YYY�W Ti..w./r9.e.wClMel,.rn a.►.rrvW.clWn...sann.la I,85nun•d 0—to,Ay.m —d•rj CMnofFPW o,Auew¢Iro Ayrp (d.r) V A wNr.uuntrq &IInq OWRgn. 23S 2620 MNN Installation Ow.tpn.236-Z6A6 M.WYY tpy t' ara c.m� CITY OF RENTON WATER UTILITY,M MILL AVENUE SOUTH,RENTON,WA I M1 S PHONE 2352631 y . ORDER FOR WATER SERVICE INSTALLATION „D 3310 1 wax a.r N. 5 G Aat. MNe,Cn.ro.'Deov"IX NMTv s 37(. 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CITY OF gENTON WATER UTILITY.200 MILL AVENUE SWTN,RENTON,WA 1Mo55 PHONE .'952St1 i +r+b+ErarwN.EN! 1� Y + RTTN R L"V NT DG•PT PACIFIC WATER WORKS SUPPLY CO., INC. o.,.HwR le-14 -4 3 f{ 47b0 12ND A'Vl;- S FIRST AVF SOUTH SEATTLE.WASH "Im lNSiHb�Ii LON 10- 24 -43 ItYfl-P IE1T IE- i-4 43 BACNFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT 9bI18 w 210'L- tn2.5- '+1"? SRi1S4ATbN FILE NO._��-_ Z FIRM NAMEL LAC/( A11 U- /( GseS)� f<•C9atjio nT ADDRESS -CIryJ&mZ­ _STATE 4✓4 rp PARTYCONTACTED_/ +v.G _ REDUCED PRESSURE BACKFt OW DEVICE Li PHONE DOUBLE DETECTOR CHECK LJ DOUBLE CHECK VALVE ASSEMBLY I PRESSURE VACUUM BREAKER Ll 'AKE OF DEVICE � ;�.- MODEL G_O 17-4� ` SERIAL NO. DATE INSTALLED__ _ METER NO. BY-PASS ----- — _ METER READING LINE PRESSURE PSI PRESSURE DROP ACROSS FIRST CHECK VALVE _ PSI LOCATION OF DEVICE _ _/ � �/ f{ --� .'�'us.�1_ TEST CNECK OIIE VALVE NO. 1 CHECK VALVE NO.2 DIFFERENTIA— —� BEF _ PRESSURE RELIEF VALVE' RBAWA LEAKED I; LEAKED OPENED AT _PSI CLOSED TIGHT QC CLOS _ED TIGHT iY REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE NEW C: L. L- ❑ Li L PARTS ._. ❑ ❑ AND ♦] ❑ REPAM ❑ ❑ ARKS: — TEST AFTER CLOSED TIGHT CLOSED TIGHT OPENED AT PS I REPAIRS REDUCED PRESSURE 'REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE f RETURN REPORT ro TESTED BY �-�'-+ I�,,..l�V_ DAB 1 . 'j - y REPAIRED BY _ _ - DATE -- r FINAL TEST BY DATE """'" TESTER'S WASHINGTON STATE CERTIFICATION YNMIFi.UtiT(p1ER iYNIIOFiI[E CMMFv'A "T NE .. F 1 9 �u hrs,��•..• PACIFIC WATER WORKS SUPPLY CO., INC.RJC. 2W FIRST AVE SOUTH SEAM WAS•i 981 Ja TeS1"'. iy-1•x) BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT 7 S N G W 2 IDz -� FILE NO.2�_r_=_-- FIRM NAME��rllc h �r�F IC �.�sT E- -c Eh r ADDRESS 5u/n.y o.vS f ✓•S.4/I CITY&t?- STATE L—4 ZIP PART CONTACTED '� a�� _ _ REDUCED PRESSURE BACKFLOW DEVICE ❑ DOUBLE DETECTOR CHECK 17 PEE_ _---.—--- - DOUBLE CHECK VALVE ASSEMBLY W PRESSURE VACUUM BREAKER L1q MODEL _O O 7 _-'.- SERIAL NO. ). 7 Y 2._SIZE 15-,. --. MAKE OF DEVICE C.Gi A BY-PASS DATE INSTALLED-_.--- - METER NO --. -- ---METER READING — LINE PRESSURE -_-INSTALLED-_.----- METER - PRESSURE DROP ACROSS FIRST CHECK VALVE .-- PSI I -PSI � I LOCATION OF DEVICE DIFFERENTIAL CHECK VALVE NO. 1 CHECK VALVE NO.2 PRESSURE RELIEF VALVE' TEST BEFORE LEAKED OPENED AT -_-PSI REPAIRS LEAKED LJ I CLOSED TIGHT 4L CLOSED TIGHT V REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN RE❑ NEW ❑ [] PARTS ❑ ❑ ❑ ❑ AND ❑ ❑ REPAIRS I' REMARKS: _-� -_-- _- OPENED AT .PSI I, TEST CLOSED TIGHT CLOSED TIGHT AFTER REDUCED PRESSURE � REPAIRS _ I -REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE RETURN REPORT TO TESTED BY As•, 1=----- DATE Nh1 xg:lc REPAIRED BY ____- -- DATE M/(GR FINAL TEST BY __ _._-.-_.__-.-___.-_. DATE �„ w M•T,N„ ,cc [ ^nxc ecr• TESTER'S WASHINGTON STATE CERTIFICATION NO. NxMTELUStOL1FP gMQFtK:F WURr.REopRt cAF 1 PACIFIC WATER WORKS SUPPLY CO., :INC. Erma Owl 6R Il-I -93 290D FIRST AVL SOUTH SEATILE.WASH M". I°>IILLsf\efl I1-I -43 Teti: Il-I-q3 1 BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FILE NO- Z -L1y 7 __ FIRM NAME F-LA'&OtI"/f 1/417'F_�(-/.l�id��. mw rtn_ ADDRESSS0/AWdH"'lft RE/ S.E✓A CITY a=1 STATE Vll ZIP PARTY CONTACT-D ._ . REDUCED PRESSURE SACKFLOW DEVICE l i DOUBLE DETECTOR CHECK 66 PHONE-------.-- DOUBLE CHECK VALVE ASSEMBLY Ci -ry PRESSURE VACUUM BREAKER Ll MAKE OF DEVICE .V L/.5.. MODEL_�a�7 SERIAL NO./0 o s°' SIZE BYPASS DATE INSTALLED--_--- METER NO.____ METER READING LINE PRESSURE PSI PRESSURE DROP ACROSS FFFIIR�l,I C04EOK VALVE .—PSI LOCATION OF DEVICE �l. £ • �'�-_ .f—Ts`-��-�--�� .._---____ C�LVE NO. 1 CNECK VALVE NO. t DIFFERENTIAL TEST PRESSURE RELIEF VALVE' - BEFORE -- REPAIRS LEAKED Li LEAKED . . OPENED AT PSI CLOSED TIGHT CLOSED TIGHT S[ REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE NEW I1 _ L ❑ ❑ i I L ❑ ❑ PARTS L ❑ ❑ AND J ❑ ❑ REPAIRS I._ L ❑ ❑ f MARKS: TEST CLOSED TIGHT CLOSED TIGHT L OPENED AT PSI AFTER REDUCED PRESSURE REPAIRS -REQUIRED ONLY ON REDUCED PRESSURE SACKFLOW DEVICE RETURN REPORT TOpAxim: TESTED BY DATE a 7� 1 A ATM REPAIRED BY ___.__. _._.--.—.__— DATE ■, FINAL TEST BY ____._. __-_.__-_ DATE _ s+r+v rie w'aw wens xrwnm ryn TESTER'S WASHINGTON STATE CERTIFICATION NO. INxTE CUSTOMEP WNN(jFFCF f.1Wwv AEPOgI HIC I J I PACIFIC WATER WORKS SUPPLY CO., INC. 2900 FIRST AVE SW iN SEATfIE WASH 9B134 L^D�•Ca Y 1^^•. 11_I—a; BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FILE NO._-z77JD_ FIRM NAME BG A CA if H/F/R W•0 SZ4- tF R3CY/onf -- ADDRESS5__*/!w*N PAK R✓St✓ CITY STATEZ✓/-1 ZIP PARTY CONTACTED N+I-1— - REDUCED PRESSURE ACKFLOW DEVICE ❑ DOUBLE DETECTOR C, ;K I ! PHONE---- ----- - — DOUBLE CHECK VALVE ASSEMBLY (Tf jj PRESSURE VACUUM BREAKER LiC, MAKE OF DEVICE _"—�_V S—MODEL�4 C7. SERIAL NO. �_�I S(-6 z SIZE BY-PASS DATE INSTALLED __-- METER NO._—_ - ...METER READING i LINE P!ESSURE ____PSI 'PRESSURE DROP ACROSS FIRSt CHECK VALVE ._.PSI ' LOCATION OF DEVICE .-�.6 � l ffzz :,NECK ALVE NO.1 CHECK VALVE NO.2 DIFFERENTIAL TEST PRESSURE RELIEF VALVE' BEFORE — REPAIRS LEAKED LEAKED OPENED AT _ PSI CLOSED TIGHT I CLOSED TIGHT REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE NEW pD/$ C. J ❑ ❑ ❑ PARTS C_ ❑ ❑ AND ❑ ❑ REPAIRS ❑ ❑ MARKS: TEST CLOSED TIGHT CLOSED TIGH i OPENED AT PSI AFTER REDUCED PRESSURE REPAIRS i 'REQUIRED ONLY ON REDUCED PRESSURE BACKFLOW DEVICE RETURN REPORT TO KTESTED BY �'?^J _ DATE Stli REPAIRED BY �� -. DATE $ -2 7 wS �' FINAL TEST BY �,_,�-7-• (.L._.a!_.___ __......_.. DApTE. v- TESTER'S WASHINGTON STATE CERTIFICATION NO. WIwiFGUSif]NFF I'M!K{J{FIC[ CAWNV M4Jl1t IhE ..._...-. 4 114 4 PA.:'"4 w ATER WORKS SUPPLY CO., INC. + ]900FIR5/AVE SOUTH SEATTLE.WASH NIU z_,Tkllp?,dA 12_ I_q3 BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT TEST tL ��11,, F'.ENO. 2<- 11 FIRM NAMEf"SCA. R/�F t 4S7 F_ Rt �,,g16N ADDRESS CITY -. .e4F1 STATE �-�ZIP__. _ PARTYCONTACTED Ifl - —�T -REDLIGI PRESSURE BACKFLOW DEVICE I ! PHONE_ - DOUBLE DETECTOR CHECK LJ —`-" ---- DOUBLE CHECK VALVE ASSEMBLY Eg PRESSURE VACUUM BREAKER ❑ MAKE OF DEVICE 4/� TrS .MODEL_ a 7 SERIAL NO.7 Q.L i-Y___SIZE __ BY-PASS GATE INSTALLED___ METER NO. _._ METER READItJC L•S LINE PRESSURE _ PSIS' " PRESSURE DRL'ACROSS FIRST CHECK VALVE _ "P91 LOCATION OF DEVICE ECHECK ALVE NO. 1 CNEGK VALVE NO.4 DIFFERENTIAL TFOT PRESSURE RELIEF VALVE' BEFOREREPAIRSKED I LEAKED OPENED AT __PSI SED TIGHT Q9 CLOSED TIGHT N PEDUCEU PRESSURE PART CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE NEW L L. ❑ ❑ ❑ ❑ PARTS L= ❑ ❑ ❑ ❑ ❑ ❑ AND i I , U ❑ I REPAIRS . . ❑ ❑ MARKS: TEST CLOSED TIGHT AFTER CLOSED TIGHT OPENED AT PSI REPAIRS REDUCED PRESSURE 'REQUIRED ONLY ON TEDUCED PRESSURE BACKFLOW DEVICE RETURN REPORT TO. TESTED BY IG^-' ' I ��yF _ DATE C 2 Ni E REPAIRED BY _ DATE VI�RKS FINAL TEST BY .,.-_--- GATE 'ESTER'S WASHINGTON STATE CERTIFICATION NO. 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