Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WTR2700903(1)
WTR-1 W-903 1+ HONEY CREEK APARTMENTS DUVAL AVE r 1 y 1 B INNING F FILE FILE TITLE I , dv< �S j a ' : 1 ' � �� Ws u.et nuxwo.lte16 a,ltvy OA Miller Natlooal Title lewraege COMPM Wuw,"aror`T"o,vis,ots Filed for Record at Request of , qq I AIL A 0' 9 67i26 N0141 R I TItE Dt i:,t<'H EE 2.00 TOq f D FOR RFCGRD AT REQUEST 01 RECn�khcr *Cr,si 5.00****7 00 OFFICE OF THE CITY CI. 55 'no mil I i NTON,WA UV!) rear � sae BILL OF SALE KNOW ALL MEN BY THESE PRESENTS: That First Summit, Inc. of Renton County of King ,State of Washington,the pan v of the first part. for and in consideration of the sum of One and no/100 Dollars lawful money of the United States of America,to Lhem in hand paid by t he Ci t y of Renton P( the party at the second part, the receipt whereof is hereby aeknow' ,td, doe,: by these presents grant aT bargain, sell and deliver unto the said pen y of the second part, the following described personal property now T4 located cs 138th Ave. N.E. (Duvall) & N.E. 12th Street 0 in the City of Renton , County of King and State of Washington, to-wit: WM 903 (� Approximately 133, 1315, 349 l.f. of 8". 10", 12" ductile iron pipe and 5 fire hydrant assemblies, and 1 — 811, 5 — 10 , 2 — 12 gate valves, and ail appurtenances pertaining m said saetermain, ressly warrantingg said watermaiu against any expenses, costs or liens heretoncurred thereon by, through or under seller herein. i i i TO HAVE AND TO HOLD the same to the said pan v of the second ;o!ly, its heirs, executors. administrators and assigns forever. And said pan v of the fist Fart, for its beirs, executors, adminhustors, covenant; and agrees to and with the said party of the second part, its executors, adminiitnlors and assigns, that acid party of the first part is the owner of the said property,goods and chattels and has good right and full autbority to sell the mine, and that it s r will warrant and defend the sale hereby made unto the said party of the second part, its executors, administrators and assigns, against all and every person or persons, whomsoever, lawfully claiming or to claim the same, 1N WITNESS WHEREOF,The said pan of the first pan has hereunto act its hand F and seal this say of (out) (MAL) (Seas) (sus) STATE OF WASHINGTON, ss. County of /-11 ti y On this day personally appeared before me fA M P 5 c a v/e.e to me known to be the iudividual described in and who executed toe --!thin and foregoing Instrument ar•.d acknowledged that h e signed the some as I.S free and voluntary act and deed, for the uses and purposes therein mentioned. GPVEN under my hand and official seal this / /day of lqd eC e y 9 y OFFICIAL SEAL _ Notary Public b for the Slott of B'asaiegtoe, ANN TURPIN '6nding atU,J MYCONOTAR AZICSTATERE WASHINCTON ^' MY COA7!A;SSION EIfPINfS. 6-6-92 `1I COST DATA AMD INVENTORY SUBJECT: HONEY CRFF.A APARTMENTS CITY PROJECT NUMBERS: W- CM 3 S_ 446 NAME OF PROJECT TO: CITY OF RENTON FROM: PACIFIC ENGINEERING COMPANY UTILITIES DIVISION 200 MILL AVE. SO. RENTON WA 98056 DATE: MARCH 16, 1989 Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced proje:c. WATER SYSTEM: Length Size Type 113 L.F. OF 8 DIP WATERMAIN _ 13I5 _ L.F. OF 10 DIP WATERMAIN 141) _L.F. OF 12 " DIP WATERMAIN _ L.F. OF WATERMAIN _ 1 EACH OF g DIE' GATE VALVES 5 EACH OF 10 DIP GATE VALVES 2 EACH OF 12 DIP GATE VALVES Size Type SUBTOTAL E 50,593.75 5 EACH OF 6" lOk'p FIRE HYDRANT ASSEMBLIES E 8.750.00 � 4 (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR WATER SYSTEM S 59.343.75 SANITARY SEWER SYSTEM: Length Size Type _ 1757 _ L.F. OF s __" ryc SEWER MAIN L.F. OF SEWER MAIN L.F. OF " SEWER MAIN EAC.1 OF qti^ DIAMETER MANHOLES TOIAL COST FOR SANITARY SEWER SYSTEM E 42,544.25 STORM DRAINAGE SYSTEM: Length Size Type 66 L.F. OF 8 "_CMP STORM LINE 29) L.F. OF la " c>tP STORM LINE ' 729 _ L.F. nF 18 DIP STORM LINE 62 L.F. uF _" CMP STORM LINE TOTAL COST FOR STORM DRAINAGE SYSTEM $ 26,486.18 STREET IMPROVEMENTS: (including Curb, Gutter, Sidewalk) 975 if of curb, gutter & sidewalk - 5 street lights TOTAL COST FOR STREET IMPROVEMENTS $ _25'000•(X) ___ 6 S1 N TU (SIGNATORY MUST BE AUTHORIZED AGENT OR OWNER OF SUBJECT DEVELUPMENI) UTILITIES 11 EASEMENT �' y��� THIS INSTRUMENT, made thls_2.3 day of T✓h1F 19�, by and between r-12sT SUMMIT and -ruF rIT7 Or 21=NTpTy _. and and _and hereinafter called "Grantor(%)", and the CITY Of RENTON, a Munlclpal Corporation of King County, W.thington, hereinafter called "Grantee". WITNESSETH: o0 6eratlon of the sum of $ That sold Grantor(s) , for and In consl paid by Grantee, and other valuable consldera�o by these presents, gran sell , convey, and warrant unto the said Grantee, Its successors and assigns, an easement for public utilities (including water and sewer) with on he Ineessay ncKingrCounty,tWashington,,rmorerpagrticulaoss and rly descrpibedt ng described property as follows: SEE ATTACHMENT "A" FOR WATER EASEMENT G ATTACHMENT "B" FOR SANITARY SEWER EASEMENT. 89/07•'26 N014 P RECFEE 2.00 RECO F 1 Cf.CIO CRSHSL ***12.00 95 c � r O � Hlti O y rnc7 0 m r» utn-I I ILLU SUP RLGORD AT REQUEST U OFFICF OF THE CITY CLERK RENTON MUNICIPAL ®LUG. ��[( An MILT. Ave. sn WATER LINE EASEMENTS That portion of Lot 7, JOSFPH P. MARSHAL TRACTS, according to the plat thereof recorded in volume 38 of plats, page 30, records of King County, Washington more particularly describea as being a strip of land 15 feet in width having 5 feet of said width on the left side and 10 feet on the right side of the following described centerline: Beginning at the Southeast corner of said lot ; thence N88°36 'S7"W along the South line of said lot a distance of 146.85 feet ; thence N04°05'28"E a distance of 35,04 feet to the North margin of the South 35 feet of said lot and the true point of beginning; thence N04005'28"E a distance of 15.82 feet ; thence N26003 ' 49"W a distance of 23 . 00 feet ; thence N14°16'30"W a distance of 1 .19 feet to a point here and after described as point A; thence N14016 ' 30"W a distance of 52 . 64 et feet ; thence N02028'04"E a distance of 51 .90 feet to a point here ri and after described as point B; thence NO2°23'04"E a distance of O 44.87 feet to a point here and after described as point C; thence W NO2°28'04"E a distance of 69.82 feet to a point here sad after N described as point Di thence N02028'04"E a distance of 44.91 feet O to a point here and after described as point E ; thence N02028 '04"E a distance of 97 .00 feet ; thence N54005 ' 37"W a distance of 6. 12 feet to a point here and after described as point F; thence N54°05'37"W a distance of 71 .91 feet to a paint here and after described as point G; thence N38°57 ' S4"E a distance of 78.30 feet to a point here and after described as point H;thence N38057 '54"E a distance of 42.00 feet to a point here and after described as point I ; thence N38°57 ' 54"E a distance of 25.91 feet; thence S89°38'34"E a distance of 15.00 feet to a Point here and after described as point J ; thence S89°38'34.3 'E a distance of 58.00 feet to a point here and after described as point K; thence S89038'34"E a distance of 61 .30 feet to a point on the East boundary of said .got 7 here and after described as point L; together with a strip of land 15 feet in width, having 5 feet of said width on the right side and 10 feet on the left side of the following described centerline• beginning at the previously described point A ; thence S72d55 ' 20"W a distance of 5 .00 feet to the true point of beginning; thence S72°55 ' 20"W a distance of 22 .00 feet to the terminus of said easement; and together with a strip of land 20 feet in width, having 10 feet of said width on each side of the following described centerline; beginning at the previously described point B; thence N88°36'57"W a distance of 5,00 feet to the true point of beginning; thence N88°36'57"W a distance of 24.00 feet tc the terminus of said easement ; and togL,:her with a strip of land 20 feet in width having 10 feet on each side of the following described centerline; beginning at the previously described point F..5 C; thence S88°36'57"E a distance of 10.00 feet to the true point of beginning; thence S88036'57"E a distance of 4.00 feet to the terminus of said easement ; and together with a strip of land 15.00 feet in width having 7.5 feet on each side of the following described centerline; beginning at previously described point D; thence S87°01 ' 18"E a distance of 10.00 feet to the true point of beginning; thence S87°01 '18"E a distance of 21 .00 feet to the terminus of said easement ; and together with a strip of land 18.00 feet in width having 9.00 feet of said width on each sine of the following described centerline ; beginning at the previously described point E; thence S88°36'57"E a distance of 10.00 feet to the true point of beginning; thence S88°36'5?"E a distance of 3 .00 feet to the terminus of said easement ; and together with a strip of land 15.00 feet in width having 7 .50 feet of said width on each side of the following described centerline; beginning at the previously described point F; thence N35°54 ' 24"E a distance of 10 . 00 fee to the true point of beginning; thence N35054'24"E a distance of 10.00 feet to the terminus of said easement ; and together with a strip of land 15.00 feet in width having 5.00 feet of said width on the right side and 10 . 00 feet of said width on the left side of the following described centerline ; beginning at the previously t„3 described point C; thence N54°05' 37"W a distance of 47 .21 feet; 4e thence N86 32 '25"W a distance of 20.37 feet to a point on the the v4 East margin of 138th Avenue N.E. ; and together with a strip of C land 15.00 feet in width having 7.50 feet of said width on each (D side of the following described centerline ; beginning at (q previously described point H; thenc N51002'0b a distance of (� 5.00 feet to the true point of beginning; thence N51°02'06"W a O distance of 10.00 feet to the terminus of said easement ; and m together with a strip of land 15.00 feet in width having 7.50 .feet of said width on each side of the following described centerline; beginning at previously described point I; thence S51°02 ' 06"E a distance of 10 .00 feet to the true point of beginning; thence S51°02'06"E a distance of 17 .00 feet to the terminus of said easement ; and together with a strip of land 30.00 feet wide having 15.00 feet of said width on each side of the following described centerline; beginning at the previously described point J; thence NO3°34'29"W a distance of 5.0) feet to the true point of beginning; thence N03034'29"W a distance of 15.00 feet to the terminus of said easement; and together with a strip of land 15.00 feet in width having 5.00 feet of said width on the right and 10. 00 feet of said width on the left of the following described centerline ; beginning at the previously described point K; thence S00°21 '26"W a distance of 10.00 feet to the true point of beginning; thence S00021 '26"W a di-,tance of 4.00 feet to the terminus of said easement; and together with a strip of land 15 .00 feet in width entirely to the left of the following described line ; beginning at point L; thence N01023 ' 33"E a distance of 5 . 00 feet to the true point of beginning; thence NO1°23'33"E a distance of 451 .00 feet to the Southerly margin of S.R.900 (Renton-Issaquah Road) and the terminus of said easement; and together with a strip of land 15 feet in width, having 7 .5 feet of said width on each side of the following described centerline; beginning at the beginning at the South East corner of Lot 7 ; thence along the East boundary of said lot NO1°23'33E a distance of 35.00 feet; thence N88036'57"W a distance of 7.5 feet to the true point of beginning; thence NO1023 ' 33"E a distance of 9 .00 feet to the terminus of said easement. CID ,on Vq O GD N O 0� RJ SEWER LINE EASMENTS-LEGAL DESCRIPTION That portion of Lot 7, JOSEPH P. MARSHAL TRACTS, according to the plat thereof recorded in volume 38 of plats, page 30, records of King County, Washington more particularly described as being a strip of land 15 feet in width, having 5 feet of said width on the left side and 10 fees of said width on the right side of the following described centerline; beginning at the Southeast corner of said lot; thence N01°23'33"E along the East boundary of said lot a distance of 585.73 feet to the true point of beginning; thence N88'45'07"W a distance of 129.67 feet; thence S41 42' 12"W a distance of 135.07 feet to a point here and after described as point A; thence S54'56 ' 15"E a d ' Gtance of 45 . 36 feet to the termiiis of said easement; and together with a strip of land 15 Z..� fert in width, having 5 feet of said width on the right side and 10 feet of said width on the left side of the following described 91 centerline; beginning at the previously described point A; thence Q N51036'20"W a distance of 86.40 feet to the East margin of 138th W Ave. S.E. here and after described as point B and the terminus of said easement; and together with a strip of land 10 feet in width C entirely to the right of the following described line; beginning at the previously described point B; said point B being a point 56 of non-radial intersection with a curve, concave to the East, the center of which bears S85°37 ' 14"E 1566.64 feet distant; thence in a Northerly direction alonfi the are of said curve passing through a central angle of 0°35'36 an arc distance of 16.23 feet; thence N04'58'22"E a distance of 171 .26 feet to the terminus of said easement. 113/- Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times is 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 existing in the right(s)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy thk aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if suc,. use does not irterfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall he a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they ,Eve a good and lawful right � execute s�agreement. /7 /j— and �t and L T 1 and and C CORPORATE FOR11: CA M STATE OF Le J,A SH,d/,r,u.l 7 I SS COUNTY OF K,,,i(, On this a4l' day of 19 07 before me, the undersigned, a Notary Public in and for the tate o duly commissioned and sworn personally appeared Snncs t .SNper R and to me known to be the i,lAi and respectively, of F, °zr, ,.,,.>,t,�, _ the corporation that executed the fore- going instrument, and ackno ledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that NF 1c, authorized to execute the said instrument and that the seal affixed is t e cite seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. C 1 ✓y otarry uP iliac n n or t e Slate of— ,I Mn H, residing at fs�suP UE12-2 b rILEU FOR RECORD AT REQUEST 01 OFFICE OF THE CITY CLERK RENTON MUNICIPAL bLUG. 200 MILL AVE. % RENTON,WA SBO55 EASEMENT For a valuab!c consideration, receipt of which is hereby acknowledged, the Grantoe(s), k0#_LE1y, GeA=_V_r_ L_/N/Tdr-D PAt T;.J&AZN0p hereby grant S and convey S to the Grantee(s), ti andl)gnnaM, Kinzel, husband and wife their successors and assigns, the right, privilege and authority to construct, improve, repair and maintain a roadway and utilities casement across, over and upon a width of Lcwt of the following land, located in King County, State of Washington, to-wit: c Z._ > N � C c See Attached Legal Description !(j i]�C) "Attachment A" mW It The Grantor(s) shall make no use of the lard occupied by said _ owner except for ingress egress and utility purposes . In exercising the rights herein granted, the Grantee(s), their successors and assigns, may pass and repass over said proper . The covenants herein contained shall run with the land and are binding upon all co subsequent owners thereof. In Witness Whereof, the said Grantor(s) hereby executed this instrument this day of .7-01-y o 19LV 1 CORPORA M° 89/0ri26 M0139 8 i RECFEE 2.00 STATE OF RECD F 8.00 )SS CRSHSL www10.00 COUNTY OF ) 55 ! Of tis day of 19 before me, the under t y P i in tFe (� State of duly om issioned and sworn pers ally PP and � me know to be the / rasQeet+vefy',of he corporation that executed the foregoing instrument, and acknowledged the said ins rument to be the free and voluntary act and deed of s d corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written.. t y uglic in a d for t State of� , residing t i ATTACHMENT "A" A PORTION OF THE PROPERTY DESCRIBED BELOW: LOT 7 OF JOSEPH P. MARSHALL TRACTS, AS PER PLAT RECORDED IN VOLUME 38 OF PLATS, ON PAGF 30, RECORDS OF KING COUNTY; EXCEPT THE EAST 135 FEET OF THL NORTH 80 FEET OF THE SOUTH 510 FEET THEREOF; EXCEPT THAT PORTION OF SAID LOT CONVEYED TO KING COUNTY FOR ROAD BY DEEDS RECORDED UNDER AUDITOR'S FILE NOS. 6478059 AND 461481;; AND EXCEPT THAT PORTION OF SAID LOT DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 2 (SUNSET HIGHWAY) WITH A LINE WHICH IS 50 FEET EASTERLY OF AND PARALLEL WITH THE CENTERLINE OF 138TH AVENUE SOUTHEAST, AS ESTABLISHED BY QUIT CLAIM DEED RECORDED UNDER AUDITOR'S FILE NO. 6414810; THENCE S 04°58'22" W ALONG SAID PARALLEL LINE 250 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 04°58'22" E ALONG SAID PARALLEL LINE 179.19 Q) FEET TO THE POINT OF CURVATURE OF A 25 FOOT RADIUS CURVE TO TI4E RIGHT; THENCE NORTHEASTERLY ALONG SAID CURVE 29.52 FEET TO THE POINT OF COMPOUND CURVATURE WITH A 1382.47 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE BEING PARALLEL WITH AND 50 FEET DISIANT FROM THE AFOREMENTIONED n CENTERLINE OF PRIMARY STATE HI-,HWAY NO. 2; THENCE O NORTHEASTERLY ALONG SAID CURVE 9.>.03 FEET TO A POINT OF 1"ANGENCY; THENCE N 76028'22" E 48.55 FEET TO A LINE WHICH IS I00 FEET FROM, WHEN MEASURED AT RIGHT ANGLES AND PARALLEL WITH THE EAST LINE OF SAID TRACT 7; THENCE 5 01'21'26" W I LONG SAID PARALLEL LINE 240.26 FEET TO A POINT WHICH BEARS S 38 39'34" E FROM THE TRUE POINT OF BEGINNING; IHENCE N 88°39'23" W 164.25 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT OVER THAT PORTION OF TRACT 7, JOSEPH P. MARSHALL TRACTS, i�CCORDING TO THE PLAT RECORDED IN VOLUME 38 OF PLATS, PAGE 30, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST 135 FEET OF SAID TRACT AND BEING A STRIP OF LAND 20 FEET IN WIDTH EXTENDING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 7; THENCE N 01021'26" E ALONG THE EAST LINE THEREOF 430 FEET; THENCE N 38°39'04" W PARALLEL TO THE SOUTH LINE OF SAID TRACT, 135 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 57022'56" W 47.17 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 310 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 111.52 FEET; THENCE N 44051'12" W 30 FEET MORE OR LESS, TO THE EASTERLY LINE OF 138TH AVENUE SOUTHEAST AND THE END OF SAID CENTERLINE. � 1-89-A SAID PORTION IS MORE PARTICULARLY THAT TWENTY FOOT WIDE STRIP LYING IMMEDIATELY ADJACENT TO AND 10.0 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE AS NOTED IN THE DESCRIPTION BELOW: COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID PROPERTY; THENCE N 01023'33" E 460.00'; THENCE N 38036'37" W 135.00'; THENCE" N 01023'33" E 10.00' TO THE TRUE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION; THENCE S 73°30'00" W 39.00'; THENCE N 51°00'00" W 70.61% THE14CE N 53030'00" W 49.96; THENCE N 03°30'00" E 47.00'; THENCE N 37°15'00" W 18.V TO A POINT ALONG THE WESTERLY PROPERTY LINE AND THE TE MINUS OF THIS INGRESS/EGRESS EASEMENT. 0'S O CO O 8907260139 1 !; 7e 2 7-E 33 i2.00 _BB- �203?. _ (l ,� •�J J/°O °OF I�q 411 Ati t / _ t w t � I I I t THIS SPACE tESEMD rot KCOtntt'S TO Statutory Warranty Deed THE GRANTOR Ff2ST SVMMIT INC. for and in consideration of 1 in hand paid, conveys and warrants to �'1r Gf� OF (Z.,rI'iYG�`1 y , State of the following described real estate, situated in the County of KINV Washington: ''SEE ATTACHMENT V 1[P day of Ju�IE 1 l7 Dated this � j (aw.) STATE OF�/WASHING'TON, I ss county of l\iNG 1` On this day personally appeared before me .JAMC.4 �.•�yAOGFf� to me known to be the individual described in and who executed the lwithin an ree vod lorynacg andinstdeerument, and the ack nowledSed that / signed the same as /-/Iv uses and purposes therein mentioned. day of GR'EN under my hand and official seal this 3� 0.0 JutJG i 1947 C224U i�l A'olary Public in and for the State of Wa.Sinjton, rending of ATTACHMENT "C" A PORTION OF THE PROPERTY DESCRIBED BELOW: LOT 7 OF JOSEPH P. MARSHALL TRACTS, AS PER PLAT RECORDED IN VOLUME 38 OF PLATS, ON PAGE 30, RECORDS OF KING COUNTY; EXCEPT THE EAST 135 FEET OF THE NORTH 80 FEET OF THE SOUTH 510 FEET THEREOF; EXCEPT THAT PORTION OF SAID LCT CONVEYED TO KING COUNTY FOR ROAD BY DEEDS RECORDED LNDER AUDITOR'S FILE NOS. 6478059 AND 4614810; AND EXCEPT THAT PORTION OF SAID LOT DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF PRIMARY STATE HIGHWAY NO. 2 (SUNSET HIGHWAY) WITH A LINE WHICH IS 50 FEET EASTERLY OF AND PARALLEL WITH THE CENTERLINE OF 138TH AVENUE SOUTHEAST, AS ESTABLISHED BY QUIT CLAIM DEED RECORDED UNDER AUDITOR'S FILE NO. 6414810; THENCE S 04058'22" W ALONG SAID PARALLEL LINE 250 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 04053'22" E ALONG SAID PARALLEL LINE 179.19 FEET TO THE POINT OF CURVATURE OF A 25 FOOT RADIUS CURVE TO THE RIGHT; THENCE NORTHEASTERLY ALONG SAID CURVE 29.52 FEET TO THE POINT OF COMPOUND CURVATURE WITH A 1382.47 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE BEING PARALLEL WITH AND 50 FEET DISTANT FROM THE AFOREMENTIONr" CENTERLINE OF PRIMARY STATE HIGHWAY NO. 2; THENLc NORTHEASTERLY ALONG SAID CURVE 93.03 FEET TO A POINT OF TANGENCY; THENCE N 76028'22" E 48.55 FEET TO A LINE WHICH IS 100 FEET FROM, WHEN MEASURED AT RIGHT ANGLES AND PARALLEL WITH THE EAST LINE- OF SAID TRACT 7; THENCE S 01021'26" W / LONG SAID PARALLEL LINE 240.26 FEET TO A POINT WHICH BEARS S 88 39'34" E FROM THE TRUE POINT OF BEGINNING; THENCE N 89039'23" W 164.25 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT OVER THAT PORTION OF TRACT 7, JOSEPH P. MARSHALL TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 38 OF PLATS, PAGE 30, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE EAST 133 FEET OF SAID TRACT AND BEING A STRIP OF LAND 20 FEET IN WIDTH EXTENDING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT 7; THENCE N 01021'26" E ALONG THE EAST LINE THEREOF 430 FEET; THENCE N 98039'04" W PARALLEL TO THE SOUTH LINE OF SA4D TRACT, 135 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 57 22'56" W 47.17 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 510 FEET; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE 111.52 FEET; THENCE N 44051'12" W 30 FEET MORE OR LESS, TO THE EASTERLY LINE OF 138TH AVENUE SOUTHEAST AND THE END OF SAID CENTERLINE. SAID PORTION IS MORF PARTICULARLY THE SOUTHERLY 35 .00' OF SAID PROPERTY TOGETHER WITH THE TRIANGULAR PORTION AS DESCRIBED BELOW: COMMENCING AT THE. SOUTHWEST CORNER OF SAID PROPERTY ; SAID PO1NT ALSO BEING THE TRUE. POINT OF BEGINNING; THENCE N O1 21 24 E 50.00' ; THENCE S 57 39 34 E 29 .161 ' ; THENCE S 88 36 25 E 261 .231 ' ; THENCE S O1 23 33 E 35.00' ; THENCE N 88 36 57 W 287 .91 ' TO THE TERMINUS OF THIS NE 12TH STREET DEDICATION; SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING. QEVISEfD MT II , lcl8b OF RE PUBLIC WORKS DEDARTMENT z DESIGN/UTILITY ENGINEERING 0 235-2631 0 MUNICIPAL BUILDING 2OO MILL AVE.SO. RENTON.WASH.98055 9 �,TFD SEPTEMO�P . TO: PACIFIC ENGINEERING COMPANY _ DATE: 2/2/88 JOB NO.: 304 - Main Avenue South Renton, Washington 98055 Honey Creek W-903 & S-4 Water & Sewer Easements ATTN: Bill Orth GENTLEMEN: WE ARE 40ING YOU Ib ATTACHED a UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS .❑ PRINTS ❑ REPRODUCIBLE PLANS a SPECIFICATIONS ❑ COPY OF LETTER ❑ COPIES DATE MAWR DESCRIPTION AND REMARKS — u Ls £nr W-0f11 R S-LLR I have checked the Water and Sanitary Sewer Easements revised I/27/88 and find them to be satisfactory except for the two minor omissions as marked. THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL a APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ FOR YOUR USE o APPROVED AS NOTED a SUBMIT _ COPIES FOR DISTRIBUTION a AS REQUESTED It RETURNED FOR CORRECTIONS a RETURN _ CORRECTED PRINTS In FOR REVIEW AND COMMENT ❑ ❑ PRINTS RETURNED AFTER LOAN TO US COPIES T0: _ SIGNED L.0�'c0.1 ' I Arlene M. Haight TITLE Utility Engineering IF ENCLOSURES PAC NOT AS NOTED, KINDLY NOTIFY US AT GLACE �$ CITY OF RENTON "LL PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering MEMORANDUM 3121?1 W 90 3 kovi Af3DO0L ltt+ • (AA Ht ,( Gn wivltituut, Nnaftcrr t � Am W 903 Z IfAUL CNtfKto get •QEu.f0 LfQ%� 'Df:cV�Ptlu.l of ,,if WIr1LQRAnJ fA;t,N[A1 AfAia3c TNL As -%u1lT 6, *' [(Lomf tU✓L 1 `witeyOms ) 1hw S't c 5Kt't I r^rtas ( N,.b KfNf eliff1 AU• WMKO- ',"Mu NV Of4y-^ tl"I' f�ec VP4lr 2(K) Mill Avenue South - Renton, Washington 98035 - (206)235.2631 AUTHORIZ MON OF SPECIAL BILLING DATE: _ 019As 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 the above-referenced project, by the City of Renton for the following work: 2c C.z �. r-0 f 'A,w 7 . BILLING TO BE SENT/TO: ,[ Name: A_4sfl -I�[,�vhm�'.✓ Cy�t_!. Address: . 6S Sj P/, '*2 A City: Attn: ti- -ZV Phone No.: 3 92 -/3-98 Owner/Developer, Contractor or Authorized Agent AUTHORIZATION OF SPECIAL BILLING DATE: + Z 1 R7 PROJECT NAME: AUAR 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 the above-referenced project, by the City of Renton for the following work: f0R fff LtAfNf P1,0Af GE fRan 'PAUAR HIS -TO REWTAN SAw1TAa7 SEUtR At z ,260 (s%Wr 5 / (AC*k AT CURIIE01" SFtuyL WTES !nI sf +wm 5 4.9� Zp" 40o to-ex a.c( Nano SCv to e la 45 1Z Jz� 900 w-Ef BILLING TO BE SENT TO: Name: _eA((AR Address: 1400- N 4" St-. City: 'RENm)4 WA. 98055 Attn: CLAuS NACVMB,�96fR- Phone No.: -- 2 51- 7 5 l4 Developer, Contractor or A—ultli—orized Agent U� CIT'P OF RENTON SAS E_,7jeoP ��✓ "IA1ETFe (�n� ��� UTILITY ENGINEERING No.�� 4J15o1 v1` �♦ 200 MILL AVENUE SOUTH W) NF KEC. P CD6- ' /'j 11 C. J• PENNON, NA 631 (,f Gr�Q PHONE: Z}5-I6}I ORDER FOR WATER SERVICE INSTALLATION A j Account No. (_ G� �t� �� � ��,�/ heater Charge S Work Order No. less Stub Service Credit Sundry Sale No. DDvm Payment r-� System e Developmnt Charge In City Yes E1 No 0 Late-Comers (City) On Sewer Yes L-.-fw, ❑ (Others) Pater Residential 0 Canrnerelal Industr Tal TOTAL FEE S V a Other Q6-. .yet // , pq,Gd,ZGsJ INS TAL1AT10 s Slze Servir Ip,ent peter Yes U No Meter Make _ ,se Exempt Meter Yes ❑ No Meter No. Ilre Protection Service Yes 0 No W Date Installed _`Z 6 Q1- 1 • 'G. X1u-1. 4,1X ysf. Coxrxnts: Service Address s Legal Description — '1 Cf-•�-�Te Aat tr • — U F — — zg we CROSS CONNECTIOn CONTROL: Beckflow Protection Device Required Yes❑ No If Yes, Type of Device: I Reduced Pressure Bach(low Device Double Check Ve lve Assembly 0Air or Pressure Vac Breaker r� Make of Device — Model Serial No Site _ Date Device Installed _ Meter No. File No. / y Owner's Name rL-yrt-LC �i Phone Address - ��A- Clty � duct♦ Sute L,, � 11, wQ Contractor's Name Phone Address city State Zip Area Served by Renton Water EV Seattle Water Seattle Water Code No. temporary Service Agreement Yes E] No y/ If Yes, Agreement Recording No. _ Service to be Located on an Easement Yes [V' No If Yes, kaseesent Recording ho. Is There an Existing Stub Service Yas I] No Ib If Yes, pater ProjeccttMMo. W. Existing Leter Comers ?y.eemmnt Yet No If Yes, A, eenent No. In Favor of Address City State ZIP Charge $ System Development Fee Yes [P No 0 If Yes, System Development Fee Based on V*';1 Square Feet S THE UNDERSIGNED SUBSCRIBER RE]UESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 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'S RULES AND REGULATIONS IN FORCE, RELATIN; TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION }- R, A l/�/ Mite - Utlllty Billing gna a o oa ge Yellow - Engine-ring — p!nk - Water Shop Gold - Customer — Lk.Ey 06 KeMT0n zcngT¢nt Date 1 I CITY OF WORK ORDER - DISTRIBUTION DEPARTMENT ES RENTpN MEN No. r IJ� O ,Qp PROJECT NO. / F"- // d DATE IVC�U PROJECTNAME�J/// .E -y� FUNCTION OR DESCRIPTION OFF PROJECT '4 'GG SAKI -�-vtJ /C rJ — /hZ_ // 06— ) 0., 7L.Al Lilt 6Y CITY FORCES LTS T NTRACT Cl IF CONTRACT NO. CONTRACTOR'S NAME _ CONTRACTOR'S ADDRESS ESTIMATED COST FUNDING SOURC2 ACTUAL COST AGREEM TS ❑ IF % NO. J 5PECIA BILLING L'1 IF SO, TOLr��' COMPLETED Q +A �"� 7 -Cc�-�-[/ ,r/"/ S c� APPROVED MY '4'./-L urxnr onxnMmr � SOo u S z , + g jib / r1 \ I INTEROFFICE NENO ,, //��I� / p TO / Q,QLLU DATE:X4PrY Z6/ IGO / FROM. SDB,TECT: 14E C�rze��� a�o� 2�ss� o� o►�� � CPELc IS 1332 � U U /9Fa CITY OF RENTON (,e,CI—tRREMTOIl UTILITY ENGINEERING No 200 MILL AVENUE SOUTH WA 98055 PHONE: 235-2631 ORDER . OR WATER SERVICE INSTALLATION Account No. Meter Charge $_ Work Order No. Less Stub Service Credit Down Payment Sundry Sale No. — System Development Charge In City Yes No Late-Come rs (City) _ On Sewer Yes No (Others) Water Usage: Residential ❑ Commercial ❑ Industrial ❑ TOTAL FEE B Other INSTALLATION: Meter Size Size Service Temporary Hydrant Meter Yes NO ED Meter Make Sewage Exempt Meter Yes O No Meter No. Fire Protection Service Yes O No El Date Installed Comments: Service Address Legal Description ag e CROSS CONNECTION CONTROL: Backflow Prot�ection Device Required Yes❑ No If Yes, Type of Device: U Reduced Pressure Backflow Device Double Check Valve Assembly Air or Pressure Vac Breaker U Make of Device Model Serial No. Size Date Device Installed Meter No. File No. Cwner's Name Phone Address City s State Zip Contractor's Name Phone _ Address City State zip Area Served by Renton Water Seattle Water Seattle Watcr Code M. Temporary Service Agreement Yes No n If Yes, Agreement Recording No. Service to be Located on an Easement Yes No If Yes, Easement Recording No. Is There an Existing Stab Service Yes ❑ No If Yes, Water Project No. W- Existing Late-Comers Agreement Yes CD No LJ If Yrs, Agreement W. In Favor of Address _ City State Zip Charge S System Development Fee Yes O No❑ If Yes, System Development Fee Based on Square feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. White - Utility Billing cgna we vA Outyet oa Agent �a{e Yellow - Engineering Pink - Water Shop _ Gold Customer C4 u o6 Rothn Authouz,nq gem ate City of Renton Utilities Dept. NT.W ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BY.FL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FIAT FIAT CD INST METER NUMBER NAME LAC CODE 0? OOcI 7- :D CUSTOMER NAME. SERVICE ADDRESS SEATTLE ACCT NO OB poo , MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LAC U9 00,0 WATER SEWER METRO GARBAGE MTR DATE METER SEA BKrL ROUTE ACCOUNT CLASSIFIGA?ION CODES FIAT FIAT FIAT FLAT rD INST METER NUMBER NAME LOG CODE CUSTOMER NAME _ SERVICE ADDRESS SEATTLE ACCT NO OR 000 1 ' MAILING ADDRESS CTTY - sTA,L ZIP CODE SEA MTR LOG WATER SEWER METRO GARBAGE MLR DATE METER SEA DLTL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT CD INST METER NUMBER NAME LAC CODE 10?1 OOo . : IT M CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO OB Ooo , MAILING ADDRESS CITY - STATE ZI}' CODE SEA MLR LOC 09 oop CITY OF RENTON ,1 A UTILITY ENGINEERING I\D, ♦ !x/ ♦ 200 MILL AVENUE SOUTH RE WON I WA 98055 PHONE 235.2631 ORDER FOR WATER SERVICE INSTALLATION Account No. �— Meter Charge $ Work Order No. Less Stub Service Credit Down Payment _— Sundry Sale No. System Development Charge In City Yes No Late-Comers (City) _ On Sever Yes No (Others) Water Usage: Residertial Cummerclal Industrial TOTAL FEE $ Other _ INSTALLATION: Meter S,ze _ J— Size Service Temporary Hydrant Meter Yes No Meter Make " Sewage Exempt Meter Yes No 0 Meter No. Fire Protection S^ry ice Yes 0 No O Date Installed Comments Service Address _ Legal Description gn1 kQ CROSS CONNECTION CONTROL: Barkflow Protection Device Required Yes ❑ No If Yes, Type of Device: Reduced Pressu,e Backflov Device Doable Check Valve Assembly Air or Pressure Vac Breaker ❑ Make of Device Model Serial No. Size Date Device Installed Meter No. File No. Owrer's hame Phone Address City v State zip Contractor's Name Phone Address City State Zip Area Served by Renton Water a Seattle Water Seattle Water Code Mr. Temporary Service Agreement Yes No EJ If Yes, Agreement Recording No. Service to be Located on an Easement Yes O Noo If Yes, Easement Recording No. Is There an Existing Stub Service Yes No 0 If Yes, Water Project No. W- Existing Late-Comers Agreement Yes 0 No❑ If Yes, Agreement No. In Favor of Address City State Zip Charge S System Development Fee Yes Q No 0 If Yes, System Development Fee Based on Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THe eRCFIISUS N01'D HEREON 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 SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT rOR 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER z, SECTION 3-203. White - Utility Billing Stqna&Ae oA Nyel of Agente Yellow - Engineering Pink - Water Shop Gold - Customer City o6 Remton Authcurtng em City of Renton Utilities Dept, NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATI; METER SEA BKFL ROUTE ACC UNT CLASSIFICATION CODES FLAT FLAT FIAT FEAT CD INST METER NUMBER NAME IOC CODE 07 o00 L CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 ooc MAILING ADDRESS CITY — STATE ZIP CODE SEA MIR LOC 09 000 WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT _ FIAI FIAT CD INST METER NAME LOC CODE Dr 000 I O R 0 CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 00 MAILING ADDRESS CITY — STATE ZIP CODE SEA MTR LOC 09 000 WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FIAT FIAT CD INST METER NUMBER NAME LOC CODE 107 000 �Tn CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 Ooo MAILING ADDRESS CITY — STATE ZIP CODE SEA MTR LOC 0" c 0 I � E --- 1 CITY OF RENTON _ - N. UTILITY ENGINEERING No. ♦ ♦ 200 MILL AVENUE SOUTH RENTON, WA 96055 PHONE: 235-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. ----� Meter Charge S Work Order No. Less Stub Service Credit Down Payment Sundry Sale No. System Development Charge _ In City Yes No late-Coro rs (City) on sewer Yes❑ Ne, (other.) ---__.__— water Usage: Residential ❑ Commercial 0 Industrial 0 TOTAL FEE $ Other _ INSTALLATION: Meter Size Size Service Temp.-Yry Hydrant Meter Yes No Meter Make Sewage Exempt Meter Yes ❑ Mo Meter No. Fire Protection Service Yes No Date Installed Comments: Service Address Legal Description CROSS CONNECTION CONTROL Backflow Protettion Device Required Yes No CD If Yes, Type of Device'. Reduced Pressure Backflow Device❑ 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 Phone Address City ' State Zip T Contractor's Name Plane Address City State Zip Area Served by Renton Water U Seattle Water Seattle Water Code Mu. Temporary Service Agreement Yes❑ No❑ If Yes. Agreement Recording No. Service to be Located on an Easement Yes❑ No If Yes. Easement Recording No. Is There an Existing Stub Service Yes ❑ No 0 'f Yes, Water Project Mo. W- Existing Late-Comers Agrgmant Yes 0 No CD If Yes, Agreement No. In Favor of _ Address City _ State Zip Charge $ System Development Fee Yes No❑ If Yes, System Development Fee Based an Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON AND PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE 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'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. white - Utility Billing tgnat:.Rc o viet es gent Date Yellowy - Engineering Pin. - Water Shoe GRIM - Customer tty e en on u v1,z,ng gcn � City of Renton Utilities Dept, NEW ACCOUNT FORM DATE !DATER SEWER METRO GARBAGE MTR DATE METER SEA BEO:U, ROUTE ACCOUNT SSIFICATTON. . . . CODES . 1 FIAT FIAT CD INST METER NUMBER NAM¢'. LOC CODE 07 000 iTrl TIJ, CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 OoO MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOG 09 O,00 —� WATER SEWER METRO GARBAGE. MTR DATE METER SEA BITL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT TCDTI CO�NcT METER NUMBER NAME LO CODE 07 000 I . CUSTOMER NAME. SERVICE ADDRESS SEATTLE ACCT NO 08 i c0oc MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LAC WATER SEWER MEI'R'! GARBAGE MTR DATE METER SEA BBFL R UTF. ACCOIMF CLASSIFICATION CODES FIAT FIAT FIAT FLAT CD INST METER NUMBER NAME LOC CODE 07 DOO,T _ CUSTOMER NAME: SERVICE ADDRESS SEATTLE ACCT NO OB 000 i _ MAILING ADDRESS _ CITY - STATE ZIP CODE SEA MTR I.00 O*, vo; CITY OF RENTONUTILITY ENGINEERINGND 200 MILL AVENUE SOUTH RENTON, WA 98055 PHONE: 235-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. I —� Meter Charge S Work Order No. Less Stub Service Credit _. Down Payment Sundry Sale No. SYstem Development Charge 1n City Yes Nof7 Late-Comers (City) __-_- On Sewer Yes Q No❑ (Others) Water Usage: Residential Commercial Industrial TOTAL FEE $ Other INSTALLATION: Meter Size Size Service ._. Temporary Hydrant Meter Y.so MO Meter Make — sewage Exempt Meter Yes 0 No Q Meter No. __.. Fire Protection Service Yes ❑ No Q Oat. Installed Comnev s _ Service Address Legal Description --- r stqn,ttcute CROSS CONNECTION CONTROL Backfles, Protect on Device Required Yes O No 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 Oat. Device Installed Meter No. File 40. Owner's Name Phone Address City State ZIP _ Contractor's Name Phone Address City State Zip Are's Served by Renton Water a Seattle Water lJ Seattle Water Code No. Temporary Service Agreement Yes O No 0 If Yes, Agreement Recording No. Service to be Located on an Easement Yes 0 No If Yes. Easement Recording No. Is There an Existing Stub Service Yes No a If Yes. Water Pro -ct No. W- Existing Lau-Comers Agreement Yes LD No LJ If Yes, Agreement No. In Favor of Address City State _ ZIP Charge S System Development Fee Yes O No❑ If Yes, System Development Fee Based on Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-205. qnd e e Wel c+ Agent White - utility Billing , Yellow - Engineering Pink - Wet.r Shop AFC, Gold - Customs CZty v6 Renton AuthoUzotq en City of Renton Utilities Dept, NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BVTL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FIAT FLAT CD INST METER NUl:RER MANE LOC CODE CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO OS , j000 _�— �''' MAILING ADDRESS _ CITY - STATE ZIP CODE SEA MIR LOG 09 lc no. WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT CO INST METER NUMBER NAME LOC CODE L":I Oo0 71 T CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO OR 000 I . MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR Loc WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES_ FIAT FIAT FLAT FLAT CD INST METER NUMBER NAME LOG CODE F. Oo0 . CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 Oo0r. MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOG 09 000 0*,VrC4 CITY OF RENT ONUTIU TI' ENGINEERING20uMILL AVENUE SOUTH ItEWTONWA 98055 PHONE-. 235-263I ORDER FOR WATER SERVICE INSTALLATION Account No. I tie ter Charge $ Work Order No. Less Stub Service Credit Down Payment Sundry Sale No. System Development Charge In City a No late-Comers (City) r Yes N On Seweo (Others) Water Usage: Residential Commercial Q Industrial TOTAL FEE $ Other INSTALLATION: Meter Size Size Service Temporary Hydrant Meter Yes ❑ No GI New Make _ Sewage Exempt Meter Yes No ❑ Meter Mr. Fire Protection Servi-e Yea 0 Non Date Installed Comw•nts: Service Address _ Legal Description Signittuee CROSS CONNECTION CONTROL: Backflow Protection De,iice Required Yes ❑ No If Yes, Type or Device: Reduced Pressure Backflow Device❑ Double Check hive Assembly Air or Pressure Vac Breaker C Mate of Device Model Se-1a1 No. Size Date CevIce 'nstalled Meter No. File No. Owncr's Name Phone Address City . 1 State Zip Contractor's Name Phone Address City State Zip Area Served by Renton Water Q Seattle Water❑ Seattle Water Code No. Temporary Service Agreement Yes No If Yes, Agreement Recording No. Service to be Located on an Easement Yes No If Yes, Easement Recording No. Is There an Existing Stub Service Yes o No O If yes, Water Project No. W- Existing Lote-Comers Agr-ement Yes No If Yes, Agreement No. In Favor of Address City _ State Zip Charge S System Oevelooment Fee Yes O No LJ If Yes, System Development Fee Based on Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 SMALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-203. Mite - Utility Billing S.9nWrte 04 clonfl of Agett Date Yellow - Engineering Pink - Water Shop Gold - Customer :.ru c6 Renton AuthcA z,P4 e- e City of Renton Utilities Dept, NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATT'. ROUTE CC U METER SEA BKFL ANT CLASSIFICATION CODES_ FIAT FIAT FIAT FLAT CD INST METER NUMBER 07 000 NAME IOC CODE CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 ooc --- MAILING ADDRESS CITY - STATE ZIP CODE SEA MfR Lor, 09 OOo R WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL OUTE ACCOU K[ CLASSIF?CATION CODES FIAT FLAT FIAT FLAT CD INST METER NUMBER 'NAME LOG CODE CUSTOMER NAME SERVICE ADDRESS UR o0o SEATTLE ACCT NO i I MAILING ADDRESS CITY - STATE ZIP CODE SEA MIR IOC l I WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES Iml FIAT FIAT FIAT FIAT CD INST METER NUMBER NAME LOC CODE I F- 1 i i I ---r---�n OS Ooo CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO �— MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR IOC 09 000 0*" Voo�- CITY OF RENTON �QUTILITYENGINEERING200 HILL AVENUE SOUTH RENTON, WA 98055 PHONE: 235-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. I I Meter Charge Work Order No. Less Stub Service Credit Up. Peyment _ Sundry Sale No. _ System Development Charge n City Yes El No L.te-Comers (City) Or, Sewer Yes© No❑ (Others) Water Usage: Residential ❑ Conmercial Industrial TOTAL FEE $ Other INSTALLATION: Meter Site Size service _ Temporary Hydrant Meter Yes G' No Meter Make _ Sewage Exempt Meter Yes No Meter No. Fite PrOtIC[i0e service YeS NO Date Installed (Omnen tf' _ Service Address Legal Description _ tgnn ule CROSS CONNECTION CONTROL'. Backflow Protection Device Required Yes No 0 If Yes, Type of Device: Reduced Pressure Sackflow Device Double Check Valve Assembly Air or Pressure Vac Breaks `J Make of Device Model Serial No. Size _ Date Device Installed Meter No. File No. Owner's Name - Phone Address City State Zip Contractor's Ham. Phone _ Address City State Zip Area Served by Renton Water ' Seattle Water Seattle Water Code No. Temporary Service Agreement Yes J No[D If Yes, Agreement Recording No. _ Service to be Located on an Easement Yes No 0 If Yes, Easement Recording No. Is There u. Existing Stub Service Yes ❑ No Q If Yes, Water Project No. W- Existing Late-Comers Agreement Yes 0 No If Yes. Agreement No. In Favor of _ _ Address City State Zip _ _. Charge System Development Fee Yes 0 No El If Yes, System Development Fee Based on _ Square Feet THE UNDERSIGNED SUBSCRIBE- REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 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's RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 7, SECTION 3-203. sAr its - Utility Billing agnn uie. ,4 X,net a. q.:T Date Yellow - Engineering Pink • Water Shop Gold • Customer Cau oA Renton A,Nivitz,ng Agent pate City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO CABBAGE MTR DATE METER SEA BKFL ROUTE ACC UNf CLASSIFICATION CODES FLAT FIAT FIAT FLAT CD INST METER NUM13ER NAME LOC CODE 07 1 OOC CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO OS ooc MAILING ADDRESS 'ITY - STATE ZIP CODE SEA MTR LOC 09 Ooo �, L I I7=�T- '— - 1 WATER SEWER METRO GARBAGE MTR "ATE METER SEA BKFL ROUTi ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT CD TNST METER NUMBER NAME LOC CODE 77- _CUSTOMER NAME _ SERVICE ADDRESS _ SEATTLE ACCT NO MAILING ADDRESS CITY' - STATE ZIP CODE SEA MTR LOC 09 000 WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FLAT FLAT CD INST METER NUMBER NAME MAC CODE 07 OOe i —�n CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO ua o00 MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR IOC 09 0 o c Y 1 \ �^ CITY OF RENTON L' UTILITY ENGINEERING 'No. - • J • 200 MILL AVENUE SOUTH �1\\ RENTON, WA 98055 PHONE: 2I5-26 31 ORDER FOR WATER SERVICE INSTALLATION Account NO. 1 ll Meter CMargm a Work Order No, Less Stub Service Credit -- Sundry Sale No. Down Payment _ System Development Charge In City Yes© NO Late-Comers (City) — On Sewer Yes No (Others) Water Usage: Residential Commercial Industrial TOTAL FEE S Other _ INSTALLATION: Meter Size Temporary Hydrant Meter Yes No Q Size Service Mete, Make Sewage Exempt Meter Yes No Meter No. fire Protection Service yes No Data Installed Comments: 5e,+ice Address — Le9a1 Descriptim --- __ lg ttA.ltYe CROSS CONNECTION CONTROL: Backflow Protection Device Required Yes NO If Yes. Type of Device: Reduced Pressure BacV .+w Device❑ Double Check Valve Assembly❑ Air or Pressure Vac Breaker O I ake of Device Model Serial No. Size Date Device Installed Meter No. file Nu. Owner's Name Phone _ Address _ 'it, Stale _ zip �— Contractor's Name Phone Address City State Zip d,ee Served by Renton Water Seattle Water Seattle Water Code NO. _ Temporary Service Agreement Yes No u If Yes, Agreement Recording Nn, Service to be Located on an Easement Yes NP CD If yes, Easement Recording No. Is There an Existing Stub Service Yes NO❑. If Yes, Water Project No W- Existing La-. C.oI. s Agreement Yes O No I] if Yes, Agreement MO. _ In Fav- .If - AC. ss City State — lip Charge S System Development Fee yes O NO If Yes, System Developmen Fee Based on ` I f Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER Ar THE PREMISES NOTED HEREON AND PROMISES TO PUMCHA$E THE WATER AND PAY Ttf` CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITY OF RENTON'S SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 5-203. White - Utility Billing gnAtUAt¢ 04 &Vet O^ Agynt —ate Yellow - Engineering Pink - Water Shop Gold - Customer City of RWon At.tholizing en -—————Pl4l¢ f City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACC UVT CLASSIFICATION CODES FLAT FIAT FIAT FIAT CD INST METER NUMBER NAME LOC CODE 07 000 CUSTOMER NAME SERVICE ADDRESS _ SEATTLE ACC; NO OS OOC u. _ MAILING ADDRESS CITY - STATE ZIP CODE SEA HER LOC 09 O,CO A . . . . . . . . . . - WATER SEWER METRO GARBAGE MTR DATE METI:R SEf. BKPL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FLAT CD INST METER NUMBER NAME LOC CODE i LL- 17 CUSTOMER RAW SERVICE ADDRESS SEATTLE ACCT NO 08 000o MAILING ADDRESS CITY - STATE ZIPI CODE I SEA MTR LOG WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FIAT FLAT CD INST METER NUMBER NJ.ME LOC CODE 07 Coi• I ' I 77 CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 08 Ooo • I i MAILING ADDRESS _ _ CITY - STATE ZIP CODE SEA MTR LOG _ D11 i ITT@• • . • 1 • • • i • • � • � i i � � _..i • • i i i i i i ♦ i i • i CITY TY Of RENTON W' UTILITY ENGINFER14G ,�'\\AIO, - ! 200 MILL AVENUE SOUTH �"'—"`��•��` RENTON. NA 98055 PHONE: 235-2631 ORDER FOR WATER SERVICE INSTALLATION Ac cnunt No. Meter Charge S Work Order No, L ss Stub Service Credit Sundry Sale No. Dorm Payment -- System Development Charge _ In City Yes No Late-Cai (City) on Sewer Yes Q No ❑ (Others) Water Usagev Residential Cpnynercial Q Indust-lal TOTAL FEE $ Other INSTALLATION: Meter Size Size Service Temporary Myd ran[ Mete• Yes No — -- Meter Make Sewage Exempt Meter Yes No Meter No. Fire Protection Service Yes No [:] Data Installed Service Address l., Comments: Legal Description ag e CROSS CONNECTION CONTROL'. Backflow Protection Device Required Yes No If Yes, Type of Device: Reduced Pressure Blacklick, Device❑ Double Check .dive Assembly Air or P-essure Vac Breaker Make of Device Model Serial No. Size Date Device Installed Meter No. File No. Owner's Ham! Phone Address [iIY State _ Zip Contractor's Name "-- Phone Address City State Zip _ Area Served by Renton Water Q Seattle Water S, the Water Code No. Temporary Service Aareement Yes No E3 If Yes, Agreement Recoraing No. _ Service to tr Located on an Easement Yes© No If Yes, Easement Recording No. Is There an Existing Stub Service Yes 0 No If Yes, Water Project No. W- Existing Late-Comers Agreement Yes [:) No If Yes, Agreement Mc. In Favor of Address City State _ Zip O arge $ System Development Fee Yes O NO If Yes, $ystem Development Fee Based on Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUIPLY WATER AT THE PREMISES NOTED HEREON 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 SHALL FROM TIME TO TIME BE LLIALL1 IN EFFECT FOR THE PURPOSE FOR WHICH THE WATER 15 TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TOTHE PURCHASE AND SALE OF,WAICR. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 7, SECTION 3-203. , White - Utility Billing - _ 9rlutwte aOeHel ct 4EM - -- Q Yellow - Engineering Pink - Water Shop Gold - Custome- .oty 04 Refit" u p'teztmg Agent City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACC UNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT CD INST METER NUMBER NAME LOG CODE 07 Oco Iu1J CUSTOMER NAME SERVICE ADDRESS SEATTL£ NO 08 000 04 000 MAILING ADDRESS CITY - STATE ODE SEA MTR IBC _. � � WATER SEWER METRO GARBAGE MTR DATE METER SEA BK I, ROUTE ACCOUNT _ CIAS1_IFICATION CODES FLAT FIAT FIAT FIAT CD INST METER NUMBER NAM" LOC CODE 07 Ooo 71� �"�7 CUSTOMER NAM, SERVICE ADDRESS f UP 00 O � SEATTLE ACCT NO MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR WC ov o00 �1 WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FLAT FIAT FIAT CD INST METER NUMBER NAME LOC CODE 07 OOc CUSTOMER NAME SERVICE ADDRESS SEATTI! ACCT NO 08 O o o �- — MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOC 09 ooe CITY OF RENTON UTILITY ENGINEERING -NO ♦ a!x+ ♦ 200 MILL AVENUE SOUTH RENTON, WA 98OS5 PHONE 235-2631 ORDER FOR WATER SERVICE INSTALLATION Account No. Meter Charge $ Work Order No. Less Stub Service Credit SundrY Sale No. Do. Payment -- System Development Charge In City Yes O No I.ate-Comers (City) On Sewer Yes E3 No (Others) Water Usage: Residential Commercial Industrial TOTAL FEE 5 Other INSTALLATION: Meter Size Size Service _ Temporary Hydrant Meter Yes No 0 Meter Make Sewage Eaempt Meter Yes No 0 Meter No. Fire Protection Service Yes Mg, Date Installed Convents: Service Address _ - Legal be.Cliptiop -.— 4Qnd ule CROSS CONNECTION CONTROL: Backflow Protection Device Required Yes NIP If Yes, Type of Device: Reduced Pressure ba:kflow Device❑ Double Check Valve Assembly Air or Pressure Vac Breaker Make of Device Model Serial No. Size _ Date Device Installed Meter No. TH. No. Owner's Name _ Phone Address - City - State Zip Contractor's Name Phone _ Address __ City State Area Served by Rent m Water Q, Seattle Water❑ Seattle Water Code No. _ Temporary Service Agreement Yes No 0 If Yes, Agreement Record!ng No. Service to be Located on an Easement Yes Q No❑ If Yes, Easement Recording No. _ Is There an Existing !tub Service Yes❑ No Q If Yes, Water Project No. W- _ Existing Late-C,,Iers Lgreepent Yes No❑ If Yes, Agreement No. In Favor of Address City State 21p Charge S System Development Fee Yes D No If Yes, SYstee Development Fee Based on Square Feet THE UNUERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 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'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 3-20j. Mite - Utility Bllling S'gildtivte oA CkMel of Agent Yellow - Engineering Pink - Water Shop Gold - Cmtomer City oj Renton Authoaaztxq gent City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MIR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT CD IN;T METER NUMBER NAME LOC CODE 07 000 y TI !_ CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LOC 09 000 WATER SEWER METRO GARBAGE MTF DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FLAT CD TNST METER NUMBER NAME LOC CODE Qi U 000 -- CUSTOMER NAME SERVICE ADDRESS SEATTLE I.E, ACCT NO OR o00 MAHANG ADDRESS CITY - STATE ZIP CODE SEA MIR LOC WATER SEWER METRO GARBAGE MTR DATE METER SEA BK i, ROUTE ACC CLASSIFICATION CODES FLAT FIAT FIAT FIAT CD TNST METER NUMBFR NAME LOC CODE Q71 DOD I �- CUST(H:R NAME SERVICE ADDRESS SEATTLE ACCT NG Oi Ooo MAILING ADDRESS CITI' - STATE ZIP CODE SEA MIR IOC U9 ooe CITY OF RENTON L' UTILITY ENGINEERING .NO -- •(J ♦ 200 MILL AVENUE SOUTH ------- RENTON, WA 98055 PMOME: 1I5-263I ORDER FOR WATER SERVICE INSTALLATION -Iccoun[ No. Meter Charge $ Work Order No. Less Stub Service Credit Down Payment ---.—� Sundry Lie No. System Development Charge In City Yes No Late-Comers (City) On Sewer Yes No 4 (Others) Water Usage: Residential Commercia: Industrial TOTAL FEE f Other Meter size INSTALLATION: Size Service Temporary Hydrant "to, Yes Nq Meter Maee Sewage Exempt Meter Yes No "ter No. _ Fire Protection Service Yes Q No Dirt- Installed L.mments: Service Rddress Legal Description agnA me CROSS CONNECTION CONTiOL: Backflow Protection Device Required Yes O No If yes, Type of Device: Reduced Pressure Backflow Device 11 Double Check Valve Assembly❑ Air or Pressure Vac Beaker El Make of Device Model Serial No. Size _ Date Device Installed Meter No. File No. Owner's Name _ Phone Address _ rity-`-�__ 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 ❑ No If Yes, Agreement Recording No. Service to be Located on an Easement Yes E] No O If Yes, Easement Recording No. Is There an Eaieling Stub Service Yes NO If Yes, Water Project No. W- Existing Late-Ccmers Agreement Yes O No If Yes, Agreement No. In Favor of Address City — State Zip Charge S System Development Fee Yes ❑ No If Yes, System Development Fee Based on Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON 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 SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR 1'HE PURPOSE FOR WHICH THE WATER 15 TO EE 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 IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTER 2, SECTION 5-205. White - Utility Billing San ate cJ Givael nt Agent Yell chy - Engineering Pink - Water Sheep Gold - Customer Crztq "6 Renton A,rhouzing Agent Vote City of Renton Utilities Dept. NEW ACCOUNT FORM DATE WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FLAT FIAT CD INST METER NUMBER NAME LOG CODE 07 000 CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 009 000 MAILING ADDRESS CITY - STATE ZIP CODE SEA MTR LAC 09 OOo , . I I WATER SEWEF METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FIAT FIAT FIAT FIAT fD INS-" METER NUMBER NAME LOC CODE 0 OOo CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO 0flOOo -�---� MAILING ADDRESS CITY - STATE ZIP CODE SEA MIR LAC 11� WATER SEWER METRO GARBAGE MTR DATE METER SEA BKFL ROUTE ACCOUNT CLASSIFICATION CODES FLAT FIAT FIAT FLAT CD INST METER NUMBER NAME LAG CODE CUSTOMER NAME SERVICE ADDRESS SEATTLE ACCT NO MAILING ADDRI -S CITY - STATE ZIP CODE SEA MTR LOC 09 000 �-\�� ��� CITY OF RENTON �' UTILITY ENGINEERING ND, O R i t'.to 200 MILL AVENUE SOUTH 1-d e _ 2 ''���•�` RENTON, WA 98055 -HOME 235-2631 ����,' ORDER FOR WATER SERVICE INSTALLATION Account No. Meer Charge G Work Order No. v,��p less Stuh Service Credit Down PeYment ,' Sundry Sale No. System Development Charge t�— In City Yes cj� No Late-Comers (City) On Sewer Yes dNo (Others) water Usage: /Residential Co mmercial Industrial TOTAL FEE y S Other ' Qf.- / " -- INSTALLATION: Meter Siff -m_(4'-w Temporary Hydrant Meter Yes No Q' Size Service-- Meter Make Sewage Exempt Meter Yes No Meter No. Fire Protection Service Yes❑ No[]JI Data Installed ' /1 1 Service Address 7 07- >/ Z , /Cj/xe,' j�bt f� Comments: 1( Lega:�D/pis cription qN4 N¢ CROSS CONNECTION CONTROL: Backflow Protection Device Required Yes❑ No If Yes, Type of Device: j Reduced Pressure Backflow Device u Double Check Valve As sambIy Air or Pressure Vac Breaker rJ Make of Device Model Serial No. Size Date Device Installed Meter No. File No. J- I Owner's Name - ,4i ' _ t.,.` i •_ Phone ? / Address .�1 A s .0 City A. 'a Stare 11)' - zip fi ,2 7 ^ W COntraCt."s Name phone Address City state zip Area Served by Renton Water [�/ Seattle Water Seattle Water Code No. Temporary Service Agreement Yes❑ No a If Yes, Agreement Recording No. Service to be Located on an Easement Yes t� No If Yes, Easement RecordinS No. I Is There an Existing Stub Service Yes No Q' If Yes, Water Project No. W- Existing Late-Carers Agreement Yes 2 No❑ If Yes, Agreement No. 'RA" / In Favor o1 Address City __,_ State Zip Charge S System Development Fee Yes [s}'/NO 0 If Yes, System Development Fee Based on ,A ' '' Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON AND I PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITY OF RENTON'S SCHEDULE OF RATES WHICH SMALL FROM TIMr 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 Oj WATER. THIS IS IN ACCORDANCE WITH CRY OF RENTON CODE, CHAPTER 2, SECTION 3-2}L3. , ,� ' White - Utility Billing / e Slgnatu tr ' i'.'t >2'. g¢Ia Engineering z Mellow - Enginene ering Pink - Water Shop 4• Z/ ,[ / J Sold - Customer City 06 Renton O!uzing_A4enf— ¢ • �` f� CITY bF RENTON UTILITY RENTON ENGINEERI a NO, N 2151 ♦ ♦ 200 MILL AVENUE SOUTH — _■` RENTON, WA 98055 PHONE 235-2631 a ORDER FOR WATER SERVICE INSTALLATION a.count No. —� Meter Charge $ Work Order No e� Less Stub Service Credit Down Payment ��. �A Sundry Sale No. System Development ChargeE..c-f A S In City Yes d No[] Late-Ccners (City' On Sawer Yes No L1( (Others) Water Usage: Residential 0 Commercial Industrial ❑ TOTAL FEE S Other Meter Size „ INSTALLATION: Size Serv;Ce 1 l empo rary Hydrant Meter Yes 6 No Meter Make Sewage Exempt Meter Yes No Meter No. Fire Protection Service zs Yes �,t No� Date Installed Service Address oi' /r, �. r'J�f��1%r� Comments: Lega escrl p[i �qn uAc CROSS CONNECTION CJNTROL-. Backflow Protection Device Required Yes tg No If Yes, Type of Device: Reduced Pressure Backflow Device❑ Double Check Valve Assembly❑ Air or Pressure Vac Breaker Make of Device Model Serial No. Size Date Device Installed Meter No. File No. .^'q Owner's Name s. rn.t-* tCl. photn,(Le, 7,aA -�J / iy Address ��- Qom . A z City iz y State At zip b�3 Contractor's Name _ Phone Address _ City State __ zip _ yytt .Area Served by Renton Water Seattle Water❑ Seattle Water Code No, tJJ Temporary Service A^-eement Yes No[;J If Yes, Agreement Recording No. Service to be Located on an Easement Yes e No If Yes, Easement Recording No Is There an Existing Stub Service Yes 0 No 5?'� If Yes. Water Project No. W= a Existing Late-Comers Agreement Yes No If Yes, Agreement No. ..z..� In Favor of Address City State Zip Charge $ System Development Fee Yes d 4.C] If Yes, Syst-, Development Fee Based on '.,`ft z W Square Feet THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON AND PROMISEi TO PURCHASE THE WATER AND PAY THE. CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE CITY OF REN10N'S 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'S RULES AND REGULATIONS IN FORCE, RELATING TO THE PURCHASE AND $,WLE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF RENTON CODE, CHAPTFR 2, SE ION 20}. White - Utility ne Blllicq -` anen o.t gent Yellow - ter Shoring / e, � /� ,.� Pink - Water $hOD l 'tom.(.{/�T- c+� :old - Customer CILi :,( 000O Alt oRA uag CM z J CITY bF RENTON UTILITY ENGIMEEFING NO, N? 2152 e 200 MILL AVENUE SOUTH RENTON, WA 98055 11 PHONE: 235-2631 �� ORDER FOR WATER SERVICE INSTALLATION AccjW.t No. /Y Meter Charge S Work Order No. J�✓ Less Stub Service Credit Payment Cal Sundry Sale No. Down System Development Charge In City Yes No❑ Late-Comers (City) On Sae, YesElNo[9/ (Others) Water Usage: Res'dential Commerclal Industrial ❑ TOTAL FEE S Other y Meter Size , ��/. }.(<Iy✓ INSTALLATION: Size Service Temporary Hydrant Meter Yes NO C36 I Meter Make Sewage Exempt Meter Yes No Meter No. Fire Protection Service Yes No Date Installed pQ Service Address Q Comments:- �). � �CJ!/s•.a,(.7y(,y,,.y� Legal p�(rD)Af�'�ass�cription tqY une CROSS CONNECTION CONTROL Backflor Protection Device Required Yes No If Yes, Type of Device: neduced Pressure Backflow Device❑ Double Check Valve Assembly A'r or Pressure Vac Breaker lH er Make of Device Model Serial No. _ —__ _ Size Date Device Installed Meter No. File No. Addee s s Nimet� -.(/L�,T"fc;J�.eq Y' sKL-� PNOOeJt �'w Addles �•. - �L' �L�it�t� 7f o2City ' !/ I`. �J'1.. ��� S[a[e Zip Contractor's Name Phone Address City State Zip Area Served by Renton Water Seattle Water Seattle Water Code No. Temporary Servic: Agreement Yes No Fg/ If Yes, Agreement Recording Nc. Service to be LOca Led on on Easement Yes C/ND If Yes, Easement Recording Mo. _ Is There an Existing Stub Serylce Yea No r_�K If Yes, Water Project No. W Existing Late-Comers Agreement Yes EV No If Yes, Agreement No. Qj�,, In Favor of Address City State 21P Charge S I 1 � System Development Fee Yes ® No If Yes, System Development Fee Based on I J Square restt THE UNDERSIGNED SUBSCRIBER REQUESTS THE CITY OF RENTON TO SUPPLY WATER AT THE PREMISES NOTED HEREON AND PROMISES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORI`A,-CE WITH THE CITY OF RENTON'S SCHEDULE OF RATES WHICH SHALL FROM TIME TO TIME BE LEGALLY IN EFFECT FOR THE PURPOSE FOR WIIICM THE WATER I! TO BE USED NOTED HEREON, AND TO CONFORM TO AND ABIDE BY THE CITY OF RENTON'S RULES AND REGULATIONS IN FORCE, RELATING TO Tl!ff�� PURCHASE AX SALE OF WATE R THIS IS IN ACCORDANCE WITH CITY OF i RENTON CODE, CHAPTER 2, SECTION 3-2C3. j White - Utility Billing tS gnaf:ute o fA OR get Yellow - ter Engineering y /I/� /_ _ i 7. Pink - Water She yP'R GI� Gold - Customer tCte en On Ar2e� g Ag erlF a{P PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON � APPLICATION ONLY - UNTIL VALIDATED ERMIi NUMBERr l7� Own Location of Work yS- / — . �'l.lJ. .J=u73 a, e1c�.��•.�/+.G a.� +� ,r ._ .r17�i •,(t INSPECTIONS / 'Y FEES CONSTRUCTION scurmSewer Sever 7>>.: PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water nr i - Water Latecomer Fees W-3/S (Public Right-of-Way) . Water Inep./Approval Fees ' Sp. Utility Conn. Fees - Sewer ee Sewer Latecomer Feest1Av4nCX nn Sewer Inep./Approval Fees I fDate Issued Inspection FeesFeea 8 - S% Ppe_'CA4- `'i'o477 wit No ,t t'' Expiration Date IUTAL FEE Gr Description of work �/j�� -y �-s� 0 and Number of Feet .cy-'.lta.�t IJA&</ do'X'Yt.<c. J_lAt� /JA-I.,e* A-- d�G'A.Q7�ltaQ��taa <. , /'.l• .J'.te<•r<�JC GAO/ ,e...e/ QC/GC.Ci ct /t,M-' y� _ Con�tr�ctor1 Business // ev eP. eYt n,.,. • e. (• : emi-te.,&V lftPd License Ci1/41Al Address _o-eot 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 PERFCRMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. IOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between B AM and 9 A• `.or APPLICANiDl: inspection in afternoon; call before 12 Noon the day before ' for inspection in morning. PUBLIC WCTOR SPECIFY TIME FOR INSPECTION. ��e l� CALL 235-2620 for street signs CALL BEFORE YOU DIG BY �^^_���"a )w and lighting. 48-HOUR LOCATORS 1-800-424-5555 103 S-4iC BUILDING DIVISION PRE-OCC1 1PANCY INSPECTION REPORT �f DATE:—AUGUST 3, 1989 TO: Vj DESIGN ENGINEERING DIVISION j_I BUILDING FINAL FUTILITY ENGINEERING DIVISION j_I FIRE DEPARTMENT 1_1 TRAFFIC ENGINEERING DIVISION I_j LANDSCAPE/ZONING FROM: BUILDING DIVISION SUBJECT:_;332 DUVALL AVE, N.E.__PERMIT NO FIRST SUMMIT TYPE BUSINESS PA ARTMENTS The subject project is nearing completion. Please investigate your area responsibility and indicate below either your &cceptance or corrections necessary by _AUGUST LOTH in order that a Certificate of Occupancy ma be issued. If no c. :nments are received by the above date, the Certificat will be issued. T0: BUILDING DIVISION DATE 9' Z$' 81 FROM: AbRa, C-Rfout. _ (,tt11.([`( t 4PS isv EiiGG- This project is approved by this department subject to the following corrections: DK k(t- FiwA.. ocC"oRrocI 'Pep. Krt- aa- %kA%3eCT' To ?0sT1.IF oF_MAiwTENnNGC BOuD C 1 Y6w¢� IV -me 1,Hakt f OF 4g" � 139 . 2 8--- ��.e: IU'�. ot aFf•sist InrY.A*w.• 4w) DO YOU HAVE ANY OBJECTION TO ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. /1 I_I YEJ Fb12M p5-002 �( Authorized Signature 'y e 4 PACIFIC WATER WORKS SUPPLY CO.. INC. 29M FIRST AVE.SOUTH SEATTLE,WASH 98134 BACKFLOW PREVENTION DEVICE TEST AND MAINTENANCE REPORT FILE NO FIRM NAME ADDRESS I Z J52 //DuVAL AUF . MC. ZIF4 z PHCNE NO. PARTY CONTACTED C7U� SPAIZKS REDUCED PRESSURE BACKFLOW DEVICE ❑ Cn5TGAt<E IJTIL.ITICFF Qr LC -7� DO LE CHECK VALVE ASSEMBLY MBE OF ICE C"&)GU MODE SERIAL NO. Oow-75 SRE _ I lW- NAg FreA%Picn fdo5 ,+� DATE INSTALLED i METER NO. LINE PRESSURE PSI PREaSURE DROP ACROSS FIRST CHECK VALVE _PSI II LOCAT.-.4OF DEVICE#__LJlAMp!?ER *LO W.W. EoRAltj' bF I�)L��S,_��_—.. Pfe_o-mLTs NIM FIRE I u L\ 1S . - CHECK VALVE NO. 1 CHECK VALVE NO.Y DIFFERENTIAL TEST PRESSURE RELIEF VALVE' BEFORE REPAIRS LEAKED ❑ LEAKED ❑ OPENED AT _—PSI —PSI P I,CLOSED TIC T 'P_I- i „CLOSED TIGHT REDUCED PRESSURE PART CLEAN REPLACE PART CLEAN REPL! � PART CLEAN REPLACE NEW IJ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PARTS ❑ ❑ ❑ ❑ ❑ ❑ AND ❑ ❑ ❑ ❑ ❑ ❑ REPAIRS ❑ ❑ ❑ ❑ ❑ ❑ S F AT - 10 ITI tbL4LD NAut- 14ZAIIIJ A REMARKS: au t`i� L-44 �> Ke Ir I�ALY. rr Le kc '!ljl)luc.a IZI m�T• SED TIGHT ❑ OPENED AT ____PSI AFTER J Cop REDUCED PRESSURE TST CLOSED TIGH 'REQUIRED ONLY ON REDUCE PRESSURE BACKFLOW DEVICE CITY OF RENTON P-.URN REPORT TO: I I M t � ,�in6crinl; Uti�:. // c TESTED B`F-T� O � i LL�7 DATE - �� REPAIRED BY - -- — — DATE FINAL TEST BY _ _ DATE S«*p ns Wr Rbrtr.koa y Sk" I917 TESTER'S WASHINGTON STATE CERTIFICATION NO. LJ I iO WHITEGUSTWER PINKIAME CANARYAEFIXiT FILE 1 IIZST S!LI4MIT, INC. _ 392-1598 August 2, 1969 Ronald m. Nelson, Building official City of Renton, Building Division 200 Mill Avenue South Renton, WA 98055 I RE: Construction site at. .332 Duvall Avenue N.E. Dear Mr. Nelson: At this point, I am requesting that a final cn-site and off-site inspection be schedule for the above noted construction site. Such inspection and ultimate approval. will, of course, release those items remaining in bonded status by the City of Renton, Please schedule tior inspection at your earliest convenience. Sincerely, �z o Secretary/Treasurer JWzdg I i Dn't 55 FIrst PI"N.W. • Suite;? • Issaquah,WA 98027 CONTRACTORS BONDING Limited 1213 valley Street WA 9109 AND INSURANCE COMPANY Power of Attorney Seattle, (206)622-7053 KNOW ALL MEN BY THESE PRE SEWS rW CONTRACTORS BOHDNG AND INSURANCE C(AIPANY.'wryaeb16Jy.,pnbed"uurp;rob IN may oft Saga of Wanagon eN N,O,l PaXplWhe n SOON.KN Deasy.WaMogw,Ibeab,Ihre p,aaa.male wlW,uebd appaim EDO.SIICEMA..R,of Baevue,WaahnganlywaN u,aW'aaNY-eslaa,a;m IJpow en0 suNmY N;ebr aaJewE n n rune yraaN eteiE.b eaean aarofbtlpa aNOareY.1115BA pl'wgBE wrlwmarce W peYmen borlEe rol i[CME;r J M Dn1af Y'-M{$N,000,lil EM rdIE9 W PD'wen.lMunraa NeaeruE,ih SBApw,naaEprbrmaru u;b'ap,vmbe boMlsl mirrores<oeE SSJO,bJ0,131 al aN,eoM,wEM aN WuInE bYlro ,ry Assoaeoand Amerci n n Rue Wrua d Fuary,FaperyaN Sorry BwW(aunty M1ur6ambdmnns tNnsoj u lWcal,Conrxt Ir.:ludryna Mall.Maubraan.Lune sN FNmM,eN F^'=: !res eacaeerp 11a perW wn tlis'JOOW.{e1aEDaMab Ysb mnaenpunwNblro auPnayln;,a;ne1J1,Wrc nNn lme:LMrYlsaNir(bE,MDMdrsWKgerrd'a p'YIMn WMI51 W' 4nyX0,CW.W 151 MI aW DaW m auiJy MpNW Fu gI Nl0 M.PoMG.YoaaW M ED O.StiCEMA!�R h ryinuE pow erM auMny a ssuetl M.ppfuDNDNMI Mn pn . .rN brar Wnd nn bwnaaubb Msllwratlalry Nustlal,u41aikr ascu,l nceNeErcdNbal secuny DYlro ConpMnNMamen loinW MOontl.WloDIbM1 YINnby r SAY anal bM aema Game r l euah Dahl may apbE by IN N"dNlL eKINI Oh M mmonu sea d IN CQKWY bb 60Y NN&I by as Se nom,,hanety nayN W bI 110 m.ead uom9- mMawY/nlropry!Naaa.SaaptiwnwambksnlraMDyauWiryd MlaDdsryreweanmeEopuEDYM BobEd Diacl:,sdlhtOWRACTORSBONLNGA. •'JRANCEC'IMPANY On Jbwry 3.INa RESOLY�OVu:lro Preabn H whorubl bupil n aianYblW q M ConpanY FD 0.511LFMAAER Ah Dowr sN wDaaYbey;w DeNal a Ih LrmynY lI!SGA puaruerEpehmmm ena WYrnbnl Mnl rn eacwary rh paNl wm d Ibpo,pm;(!)Db MrA N job alren,llh<aarxl a emaaW,lh SBA aaramra peEamune erWa W mnn Nagel eYl reA♦swE f`Ap.Opp. IJIbaeras MobeW) and c1assNEby Ira SabYAaaaussm tlAmbnanN Rau Wreuf ofFMdeY,Faperyue Sun?Bada;r+.enrp Mun smwdrren,lNnblr Jua1a4 Cornea le.cedy bE1W la, sn",nInnand W')-4 t.f'Ma WsaaalMS)a a h,bmJ;- W,OOp,111baN ww,..lI snpusNnutrowNarynabw131store Mwy,lMron•ut�'weed M pNameroy ar64r DaYmw bnngsj ma roI ucwa SSDp.00p,syd IS)n aW DaLL ru yenNnp IN pbW wmo1130,1g0 RESOLVED FURTHER M ED 0 SHCEMA1tf R e Wmand aowr entl md"b SOHO IN ppkkk pbd lnA M lam nM p,welp resaebn buy brNE n an bnou,eveei b IN emapre dairy Meer III a -a Nmh HKAM,n awilheal aawy"M CopwY r an nwomad b WW IN Dad. RESOLVED FURTHER MI IN A~,a MSONA,,dMCampo,b amq IN iU,mu"'NahwrvanN,a IDS mNyb%Nu em mm,an atty U.HO Paw al ftn"ahwb,jNym,,0 IN bbaN Mme.IN Know.d my d IN bNalrgb Ded IN Cb"'Y eM.9%,WIN s fteye,ab MsaNeross cl M laepovv nbANay,n l NIM by M sornury d Ee Ca9any Yrlutl 1_JDY, a,Gm,Bak,,Jens if -a,sM.Benue Evan.Ste.A G.IIKWI S.PnN1at Rout OWN eN Frah Datomb REsOLVEOFUWHERMft WN.(al W,S. •rywmINllN PowdAWreye ulnlauasd Menlollh PnfWn.Wury PuplpeNpane wniFyep elAundsYaN aAx rerer.'N M dxpww vE Ngaryarh appwrep m wY c^. .a o'AbrreY dn>tnN IN SM M brepgrp r.wnore wYb DY IscsM;N RESOLVED FURTHER Mel rrddmN ednuE pne A'.d'Y bpnnp M aMre NATO AS Omer Wla CONIRACTONS RONONG AND INSURANCE C40WMY w hrWY sPaa/E NWITNESSWHEREOF,CCNWTORSBONDNGAWNSURMICECOMANYWcbwOYlnyprnan,IOW.V Eb,.a 'nv'"v aoryasw Mawb NnbaIINENe 3dlydYnwY, Ia1a CONTRACTORS BONDING AND INSURAka COWANY ii gDNDIhG Its RPOpal- 1 c SEALo }J SlcvnA GeM„1 etlENl _._— •. u STATE OF WASHNGTON-0OINRY611Nf3 rr'r,1//.+•�97,9,,0�r , SIRING _ On IN,3N lYd Jambi,,lN%pNW/apemOSIEVENA GAMES,brNMbwb beM Pneben al M wrponeon Iw aYNUMIro Ioregory LYn1eE Poib of Nbmry W r1.mvMSlpeEaeM d AriW PowdANmayb DaM6raltleeanuy WaMlMoyutlmrpatlbn,brMweardpapwaslhnm menaua,srdan aID,u1eJ na Nn wbNaobeaaweMubLmbEPow Ny TEEN Q IN WITNESS WHEREOF.INw hrwnM by an,0.0 my MualutlIt,lY SK'. -,nnnaN ,fb':��sSrny,•4� � f � 9�in oN01',y4FN v / �9fGBlIC � f ry PWk n W b:»S1W d WWlyrgon,InNpeisu cm7f• 20: 19y:pa� wAS H1IVG Tbsmtlba�uG acf'VYWrwWAY�iMhmndDeeaona CONiRACTpis BQaDNGANC YSURANCF CG., c: hWYoenlw.ror nluud Lanliulsoll`a Sswlaryd CONTRACTORS BONDING NY1 y1SlKANCE COMPANY,shy lM abew aN br.,oaM.•bA tNN aN pomncopydMOiprW Pow .ANrNYkweE bY,,..UCorrpry,srd Ewe NreDylalW anlY EsmMuitl PowtlAlawWYpn bM ebn n C� } GWE / ElNN tan1ds,my head nO� og PoeFN10WNNIN A, � • i i n, w9o9 Bond No: 00097.9 5- 44& Premium: 908.00 BOND NO. CSIC MAINTENANCE BOND KNOW ALL MEN By THESE PRESENTS: That we First Summit, Inc as Principal, end CONTRACTOR'S BONDING AND INSUPANCE COMPANY a corporation organized and exist ng under t it Laws of tt,e State of WASSIjIN TON ,Surety art held and firmly bound unto City of Renton as Obligee, in the total sum of ort -four thousand one hundred thirty-nine & 44 139. 2fi • Dollars, for the payment of which, well and truly to a ma •, the executors, admini/orators, successors and assigns, jointly and severally, firmly by these presentat , for Honey Creek Apartments Permit #6781 Items r NOW, THEREFORE, THE CONDITION OF TNIS OBLIGATION IS SUCH, That if .i the Principal shall maintain and remedy said work free . -Om defects in materials and workmanship for a period of one year (s) following completion, then this obligation sha • vo s otherwise it shall remain in full force and effect. SIGNED , SEALED, AND DATED this 6 day of October 19 89 First Summit, Inc . by V .ont ac or Bonin & Insurance y ei�X— Shoemaker Attorney-in-Fact OSHs+>In w,an STATE OF INAMMUTON ¢ OEPAPTMENT OF SOCIAL AND Hill SERVN)Ei WATER BACTERIOLOGICAL ANALYSIS 'I BACK OF COLDENRCD CgPY It mstrucliona ere not foil 'I " •Dle Will be re I IaC w. GATE COLLECTED MON TIME COLLE TED COUNTY TN DAY YEAP AMC AM Q PM ,/YPE OF SYSTEM IF PUBLIC YSTEM•COMPILE E. ®PUBLIC LO. r J• El INDIVIDUAL NO, nnClE cu:, S d L a s NAME OF YSTEM if PECIfIC wCaAT10N WNERE SAMpkf COEIECTEO Sr /, yr ,.w IR ANY THEaIfN/f ND 1 o f6 �, 9AMPLE COLLECT BY:INemer` r / `--�Yb SOURCE TYPE . i C3 SURFACE ❑WELL ❑SPRING ❑PURCHASED Vnm"B: ft E S DR ```YYYar OTHER T TO I I Name rmA am ZIP TYPE Or E WASHINGTON iClea ynr ay n rivr raumm, 1. DRINKING WATER ❑ Ch1winFtwlRaerCual._—Total�Freel Chwk Iryatmint—+ ❑ FllteraE ❑ Umroatw or one, 2. ccc❑��v..RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS C. OTHER(Spw.,,) COMPLETE IF THIS SAMPLE IS--,"'SAMPLE SAMPLE PREVIOUS IAS NO-- PREVIOUS SAMPLE COLLECTION^ATE Rif !7--- r l< LABORATORY RESULTS WOR LAB USE ONLY) N-COLIFORM STD PLATE COUNT SAMPLE NOT TESTED �B weS,m„•I.» �mi BECAUSE. MPN DILUTION TEST 1�65UITAHLE J Semple Teo OM ICOLIFOA ❑ Conll-nt Gr,I� WHY ❑ Nat In Prpper CNtalrlel 2. ❑ TNTC ❑ InWibcienl Mlormatlon P sufficD—P Feel 3. ❑ EFcwe peDriy+. InseuClOna one rm+. ❑ (� ---�_ FOR O NKINO WATER SAMPLES ONLY,THESE RESULTS ARE 111 SATISFACTORY ❑UNSATISFACTORY .AB NO "iCl'I AN 1 DATE,Till ME RECEIVED— RECEIVED 9Y :.T a. a DAY RcE �POpTEp r". r ueowTDHY WATEP,SUPPLIER COPY \\ r. DSHS 131731Refi11 STATE OF WASHINGTON Dr RTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS "It, MIT If InStrucliocS are nOt 1011Owed,sample will be rejected. MDN DATE COLLECTEDT. DAY TIME COLLECTED COUN1,NAME DAY J ,T eT AM (] PM ' PE OF SYSTEM IF PUBLIC YSTEM.COMPLETE: PUBLIC IEC 111 I.D. No. ❑ INDIVIDUAL S n L 1 2 3 C M—RS,�wiwnew f NAM OF SYSTEM I SPEGIf IL'l IN w' ERE SAMPL L .'TE 5 MxMFJJ� URXMF ND SAMPLE COLLECTED BY:IHM H s&R%;Ee P ✓ 'ter' ❑ SORFWA ❑WELL ❑SPRING ❑ PURCHASED MBINATION Vr OTHER RAID Rry,T nNa I p,+C BMPLLVGE mO E �o!yre in wi cmumm 1. I� DPWINGWATER ❑ CRlorineled(Raeieual:_Total_FreN Chaco tmid"nt--1. ❑ FlltBred rl ❑ Untreated or OtNRr 2.y.y RAW SOURCE WATER $ L{p��l.NEW CONSTRUCTION or REPAIRS 4. OTHER(Spec COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PPI.WOOS I AS NO PREVIOUS SAMPLE COLLECTION DATE R6MARI(S I LABORATORY RESULTS(FOR ue WE OMLYI MPN-COLIFORNI I STD PLATE COUNT SAMPLE NOT TESTED BECAUSE: MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old 1 �W ml 1. ❑ Confluent Grow1N ❑ Not in Proper Contsn,r MF COUFORM Z. ❑ TNTC ❑ IMu1NpNn1 Nil Ipn /IW rn: PrwidM—Please FECAL COIIFOR 3. ❑ Excaea Deeds Inalructione on Fonn n MPN CI MF 4 ❑ ❑ �pD ml 1 UR D NKINO W TATER SAMPLES ONLY,THESE RESULTS ARE SATISFACORY 0 UNSATISFACTORY r vr'LANA1,VV Of NFSUI L6B NO DA TI➢MLRECEIVED— RECEWED BY '/h5/5� DATE REPoRtED ' OJT IABOMTORY' __ REMARNS 3 WATER SUPPLIER COPY 5, DSNS 1'1731R141, STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SEHVId S WAVER BACTERIOLOGICAL ANALYSIS LEC110N BEAN:NSIRIICT;ONy ION BACK II, If!nr:IrVptions INTO not followed wMple Will be relOCteo DATE COLLECTED YEAR TIME COLLECTED COUNTY NAME MON/M COLLECTED rV O AM C ❑ PM ,/TYPE f)F SYSTEM IF PUBLIC YSTEM,COMPLETE: q/PUBLICaLA a u.1 ❑ INDIVIDUAL I•�• No. na aa„1,„ c Q 2 3 4 NAME OF YSTEM s C1FIC 1, lION RE SAMPLE CVILECTE SYyTEM OIWSRT N114 N0'B¢Xp14 N0 i,. ..nr..1H.P aroma.)„. awnn - SA LE C y�dgy:IMyn 1 r .,.'36UgCE TYPE SURFACE ❑WELL ❑SPRING G PURCHASED OMBINATIUN a OTHER— R Y�-W1 1 Ni AN1pA�� li r�IrE of SAMPLE ASHINGTON I.❑ DRINKING WATER ❑ Chlormatw(P.eWewl:_Tolal_Freel fl' Ct-k tritighnent--P ❑ Flltered ❑ Untresho Or Other. 2. W SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 4, OTHER(SpeCllyl__ COMPLETE IF THIS SAMPLE IS A CNEGK SAMPLE PREVIOUS(AS NO 1 PREVIOUS SAMPLE COLLECTION DATE RYMARK$ � LABORATORY RESULTS(FOR LAP USE ONLY) COLIFORM STD PLAI ECO:INT SAMPLE NOT TESTED _�S w..�..... BECAUSE: �m1 MP DILUTILIN TEST UNSUITABLE ❑ SS.Ple Too Old W ml 1. ❑ Comment Grow,tR. ❑ Not In ProperCWlAlrgr MF COLIFORM �pp rn 2. ❑ TNT' ❑ ItYRIM.lenl MI Iion Prwlosy-Rase FECAL COLIFOR 3. ❑ Evpea Oe0nA In;tmcuona on Fprm� ❑ MPN ❑ MF 4. ❑ .. /tIO ml ❑ _ FOR INKING WATER SAMPLES ONLY•THESE RESULTS ARE. SATISFACTORY ❑ UNSATISFACTORY L4B NGN� t .v l..l•. ._ 0 E.TIML HEGEI\E— RECEIVED INY DATE gEPoPTEC LAewT ---' REMARNg —. '� WATER SUPPLIER COPY LANs 11 STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS '.AIAIIIE COLLECTION RLAD INSIRUF,1.ONS ON BACK OF GO_DENROO CORs- If Instructions are not followed,sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH JAY YEAR I /(J : MI .P AM ❑ PM YPE OF SYSTEM IF PUBLICS STEM,COMPLETE' Plledc I.D. No. - c�FaL anss ❑ I INDIVIDUAL NAMEpF SY•TEM• / O $ CIRCL ION WHERE SAMPLE I, SYS'TM bNMR+ NAW 10ERiDlE NO S/AAMPLE COLLECTED BY:OMPHI 4b RCE TYPE 1� I' ❑S .RFACE ❑W'iL ❑ SPRING ❑ PURCHASED ly/'OMEINATION OTHER S D/ E/PORT O: Nlm TO eme.AINMe I�JD/�// ��L �.i'—✓'>� WASHINGTON TYPE OF SAMPLE KlFc1A.�mlY w,..nn e..+..mn, 1. LJ DRINKING WATER ❑ CMdIMtM IWsiEWI:_Total FrN1 chock treatment---) ❑ Fillered ❑ UmrNted or Other 2. 0 cccYYY RAW SOURCE WATER 3M NEW CONSTRUCTION or REPAIRS 4. OTHER(SpaoHY) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE RREVIOUS LAB NO PREVIOUS SAMPLE COLLECTION DATE REMARKS. ;/6./ /.."6.h.r i 'fj. ;X LABORATORY RESULTS IFOR LAB USE ONLY) VON COLIFORM STD PLATE COUNT SAMPLE NOT TESTED I BECAUSE'. -Ds,—.".. _ 41 MPN DILUTION TEST UNSUITABLE ❑ Sampie Too Old A00 M 1. ❑ Confluent GIDWIN ❑ Not in Proper Container MF COLIFORM 2. ❑ TNTC ❑ Inauided—llawse s t W mI Instr ed nPlease Feed InsbUCliMn on imm FECAL COLIFORN 3 ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ /100m1 FrR=NKING WATER SAMPLES ONU.THESE RESULTS ARE. SATISFACTORY ❑ UNSATISFACTORY Ln£NO. OATS.TIME Rt-I5EM1EO- --- RECEIVED JY DATE REPORTED LABORATORY. G 1 REMwRR£ WATER SUPPLIER COPY r J CITY OF RENTON MATERIALS ISSUED L p,y WATERWORKS UTILITY W.o.W. TO STOREKEEPER: _ �` -- D.I.—m.lab.l..y.rM.rl R Mr. ODA NT UNIT ACCODNi DEDVFeEO NJMILEA MATERIAL UNIT COST AMOUNT 7 1 Abo..mar.nel..<.b.e In p.d...6nten AMw.punewn blld W s,.J_. I w•M.nteruE eyR A' —� Tiyn.. J tiyn., / CITY OF RENTON WATER DEPARTb1ENT' Pressure Test B Purification Test Form PROJECT NO._& 9� T� NAME OF PROJECT _. /yy,� PRESSURE TEST TAKEN BY ON AT A PRESSURE OF PSI, FOR MIN. TEf.T ACCEPTED ON 9-�l01..—" PURIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE •1 SAMPLE N^ SAMPLE M3 R:,'MRKS: t CITY OF RLN'ON ENGINEERING DIVISION S 46 6 PUBLIC WORKS DEPARTMENT 235-2631 l6. SI„ SADVA 5,�. NnY ba roc . CORRECTION NOTICE i fhsrLA� lknUn�s , JOB LOCATED AT'AWIYWfy- Ate- SMIT)VU, SY .yL The following work does not comply with City codes and ordinances and must be CORRECTED and INSPECTED before this work can proceed any rt e '111i5 i% Ta MdIS(y `(O- 711AN -V„� SEu1F(L NMI is 06iK(c KSThQM kif%)IovT (0,4i4,eff i CVAV iAG 15Y A CjcWs(A S4w0-11v6tl Ott NftQ;oe lmi � r+zANftL• hN\ -D)E61A-6r,3 FROM L:iw� } (P110� I ' '{' �0(wtlaa 0�` 11AY� � S'TP.u.Mut� FR«t 'f1tE flPPpavKo Pints SHAu 6g Cowr-•c�.P /lT � Ytlua. 01A4 EwYFwtcr�s . 111d Nita IS e6ae TKINtUO AT % cOm& aWts Pa\K �r V," 1UT AF. KitfMf) UKtil. ALL %FS6A As-k.tT$ NOT PROCEED WITH THIS WORK UN' ^ERECTIONS HAVE BEEN MADE AND APPROVED inaF y O(� N Date V 3' GO NOT REM E THIS NOTICE I I 1 WTR-iW-903 HONEY CREEK APARTMENTS DUVAL AVE 1IV CITY OF RENTON ENGINEERING DIVISION PUBLIC WORKS DEPARTMENT 235-2631 CORRECTION NOTICE JOB LOCATED AT _AO -�S�.iey The following work does not comply with City codes and ordinances and must be CORRECTED and INSPECTED before /this work can proceed any furt_er.. L,ilffe ', 3'.IC. q Qwa T�w,prlf �1KIJ4h�Iy �b�� �tmncYd/ti niciar+ anMe� cin,elus C1� Fl,r .�� Cetl ckuc� dC�nff V A)rC yy� A SSoy WORK etAw � to iss. 0 1 1 Qh arsedq Wpr4 ttidhwY 1d.. 1���r.Q�__ ur�o6V�l�3tf,,�.1 pwa�dGGt��l�A�ul�_ HJ III nM yR1W` COYIl1K S�Yrf�K• DO NOT PROCEED WITH THIS WORK UNTIL ABOVE CORRECTIONS HAVE BEEN MADE AND APPROVED Inspector t` f✓ Date 6/1VN DO NOT REMOVE THIS NOTICE it'd a„'► i �naYaUnBoro,.,,D, cculrad;,., Date NOTE TO FILE I have been advised to consider the installation of irrigation meters which are sewer exempt to save the cost of City Sewer and Metro charges. A,dthorized Agent Project •'3 . �LG Project No. !(�—s'L'3 CITY OF RENTON MY PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering June 9, 1988 LOVELESS/POWELL, Inc. 606 110th N.E. , Suite #105 Bellevue, Washington 98004 Subject: Latecomer "3reement 065-78 (W-477) Subject Property: Honey Creek Apartments 4801 N.E. Sunset Blvd. Gentlemen: Enclosed please find check number 8434 in the amount of $8,365.03 which is the reimbursement that is due to you under the terms of your latecomer agreement from First Summit, Inc., developers of the Honey Creek Apartment Project (W-903). This project drew direct benefit from the water line you installed in Duvall Ave.N.E. Very truly yours, Ctl%4 a Ronald L. Olsen _/"' Utility Engineer RLO:kst Enclosure CITY OF RENTON 8434 LC SURER'S CHECK L AVENUE SOUTH 101 ON.WA i10!! 6/9 19 R8 Powell, Inc. J = 8,365.03 OPOEs�8.3G5dds03cts Om.34n• a: 1 2 500 188 71;977••000207r City of Renton Finance Department Request for Claims or Treasurer's Check Date of Request �,_ Q_ �� Date Required ;24,&I ) Requesting Departmcn z-&Zt S- Authorized Signature 7&Z6..,A REASON FOR CHECK vr'� Deposit Refund t Name 4(,.GC 24,4� A Amount 341—C D,j Finance Receipt No Receipt Date �' �i•I,Q� �% �d, Other De�s-cyribe Circumstl� ems Requiring Issuance of ChreAk: �7�.c..."..t-�.C-��CR.C:'- 10- Lf."A-�.A.�i+-1,oi>/rrl i•^-t-�A•4! '�`t-y�-�Y^-��/c�x.cC< ��L f CHECK PREPARATION INSTRUCTIONS [mount s �(/,�. �=j Charge to Account(s) (/0v r,2.3'/. Payable To r[O✓,C-LASS JbNJtLL� Sn/G . / _ ✓✓✓✓✓✓______ ______ Address GcG -iio ru V414`r 0 Mail Check to Payee Return to Dept: oc Sec or IRS ID No Other: CHECK AUTHORIZATION - Finance Department Use Only Approved Datc /! () Claims 0 Treasurer's Check No: ilw tet 7/87 PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON PERMIT APPLICATION ONLY - UNTIL VALIDATED NUMBER Owner — Location of Work Address INSPECTIONS I I FEES CSide sewer CONSTRUCTION I Storm Sewer PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water Water Latecomer Fees (Public Right-of-Way) p.WaterU Insp./Approval Fees Sp. C111[y Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued Inspection gees Spec' I Deposit - CASH BOND Expiration Date TOTAL FEE Description of Work and Number of Feet Contractor Business License Address Bond "-- I Telephone I IT 'S UNDERSTOOD THAT THE CITY OF 9ENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISIN., 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 v-PECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU DIG BY 48-HOUR LOCATORS and lighting. 1-800-424-5555 �°1R CITY OF RENTON ..LL PUBLIC WORKS DEPARTNIrNT Earl Clymer, Mayor Richard C. Houghton, Director June 2,1988 First Summit inc. 55 Ist Place N.W. Issaquah, WA 98027 ATTENTION: Jim Sadler SUBJECT: Honey Creek Apartments Project Gentlemen: Apparently there has been some confusion as to the permit requirements for the off-site construction at the above referenced project site. This letter is intended to clarify what is required. The bond amount is "02,204.95. It can be in the form of a set aside letter and the funds can only be released per City of Renton's approval. Release will be approved at 50% completion and again when the project is finalized and accepted. The permit fees will have to ,e paid In cash at the time of permit issuance for work to be accomplished ithin the right-of-way. Very truly your�. 9 R chard C. Houghton - Public Works Grector RCH:pmp cc: D. Monaghan A. Haight 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2569 Design Edge Services, Inc. 4520 S.E. Belmont/Suite 330 Portland, Oregon 97215 (503) 238-1112 June 2, 1988 dam'' Mr. Jim Saddlar First Summit Inc. 55 1st. Place N.W. , Suite 2 Issaquah, Washington 98207 {'ll HONEY CREEK APARTMENTS - RETAINING WALL As discussed we have prepared the calculations, details, and specifications required for submittal, for a construction permit for the above wall. This wall has been limted to a height that keeps the toe soil bearing pressure to less than 3000 p.s.f. . The wall has a level backfill behind it with highway surcharge loading. If conditions are different than the above, please notify us and we will make any necessary modifications. Please note that item 1 . 8 in the General Notes requires verification, by Mr. James R. Finley Jr. P.E. that the design parameters are acceptable. Please call if you have any questions concerning this project. DESI EDGE SERVICES, INC. el R. Dean P.F.. Principal copy : John Clarno, Criblock Northwest CRIBLOCK RETAINING WALL CRITERIA HONEY CREEK APARTMENTS FIRST SUMMIT INC. 55 1ST. PLACE N.W. , SUITE 2 !SSAQUAH, WASHINGTON DESIGN tDGE SERVICES, 11. '. 4520 S.E. BELMONT, SUITE 330 PORTLANT), OREGON June 2, 1988 1 K 101E h: CONTENTS SECTI'M I GENERAL NOTES and DESIGN TABLE SECTION 2 TYPICW DETAILS SECTION 3 CM_CWTIONS SECTION A STANDARD SPE':IF'ICAfIONS . .*_ . b ` GENEPAL NOTFS ------------- 1 .0 DESIGN CRITERIA 1., Average density Of cribwall in place is taken to be 120 pounds per cubic foot. 1.2 Density of the soil is 115 pounds per c.-bic foot. 1.3 Sliding resistance is generated by internal soil friction with a coefficient of friction of TAN(34)•0.6745 1.4 Backfill within and behind all walls shall be a free draining gravel, as described in STANDARD SPECIFICATIONS FOR PRE-CAST REINFORCED-CRIBLOCK CONCRETE CRIBWALLING. 3 .6 Lateral earth pressures are calculated based on Coulomb's equatign for active earth pcensure for cohesionless soils, = 34. 1. 7 Assumed allowable scil bearing pressure = 3000 p.s.f. 1 .8 The design parameters listed in items 1.2 thru 1.7 have been discussed with Mr. James R. Finley Jr. P.E. , of Geotechnic Consultants. Prior to construction the owner is to have Mr. Finley review these parameters, to verify that they are acceptable for this project. Notify Design Edge Services, Inc. of the result of this review prior to construction so that any required modifications can be made. 2.0 CONSTRUCTION 2. 1 Fa'se head^rs are not allowed at ends of walls or in the top course of the wall . 2.2 Unsupported height at ends of the walls not to exceed 4 feet. 2.3 Top stretchers to be secured into position by use of epoxy. 2.4 Refer to STANDARD SPECIFICATION FOR PRE-CAST REINFORCED CRIBLOCK CONCRETE CRIBWALLING for further information. 2.5 Compaction within, behind, and under all walls to he a minimum of 90% relative compaction per ASTM D1557. .. .. +� -. �\, .. ��'� .. .: - .. ., ' `tir., �\ _. _ .. . . ' .., �. t �� '. • � _ ' iI I I HEADER 4'-6' (TYP.) 1 /-FALSE HEADER xx N m u FRONT STITCHER (TYP.) AACR STRETCHER - ` 11Ei-M SINGLE CELL �z . �.I:. 7EI-MmiT �b ft ���4; y � _, � � � � �. . . e - � -• t 1 � . `, ��►• � NUN1\Nf1fIf1 Ht1•IIfIHNfI UNIl1/1./11 1 f CRIBLOCK BRAVITY RETAINING UAL SYcTFM 1 1 COUIINS METHOD OF ANALYSIS I • IIH•I•!If•1111111 U 111111111/e1111111•f1IU JOB NAME I NUMBER: Honey Lleek Ap6rtfe�ts Y 1020587 06-02-1988 INPUT CR!7ERIA; -------------- COMPOSITE DENSI!Y Of CRIEUALL SYSTEM....................1 120 SOIL DENSITY............................................: 115 SOIL INTERNAL AMBLE OF FRICT104.........................: 34 "SIR OF CELL DEPTHS...................................: 1 CELL HEIGHT N 1 ........................................: 13 CELL DEPTH 0 1 .......................................,.: 3.96 WALL SLOPE (RATIO VERT;IL............I.................1 A INITIAL BACKFILL SLOPE TRAT10 HORIJt II T NOTE: '0' !NPI'.ATES LEVEL BACKFILLI...................c 0 SECOND BACkF1LL SLOPE tRAT10 4ORIhII (NOTE '0' INDICATES LEVEL BACKFILL).....................: 0 CONTINUOUS BACKFILL SLOPE (RATIO NMI7tll INOTE: '0' INDICATES LEVEL BACKFILL)....................1 0 IST CHANGE IN BACKFILL SLOPE FROM FRONT OF NALL.........k 4 2ND CHANGE IN BACKFILL SLOPE FROM FROM OF WALL.........1 0 SURCHARGE IN FEET OF 561L...............................t 3 START OF SUAf4ARGE FROM FRONT OF WALL...................1 R r GRAVITY LOADS) --------------- LOAD MAGNITUDE ARM TO 10' MOMENT ............. .._-------------- WO 0 0 0 W 1 6177.6 3.417364 71605.31 U 2 212.1628 3.71414 1212.320 -------------------------------------------------------- IN01Et Al! LOADS CONTRIBUTE TO RESISTING OVERTURNING) SOIL PRESSURE LOADS: .----"............. (CALCULATIONS BASED ON COULUND'S METHOD) LOAD MAGNITUDE ANSIE TO HDR110N!41. ....................................................... P 0 97.73601 22.66667 P 1 2559,051 9.630422 .- ---------------- ---------------------------_...... aUU rnpawnL LU�AIIUn rtUiuN! r�bN -. -�_r.._..---—___-•__-_--•_-__--.__-_ VECTOR MAGNITUDE ANGLE TO MORIIONTAI -_-- R 0 13.W54 59.98837 R 1 6.511671 30.50071 -_________-______________________--•.__ SOIL PRESSURE 14DUCED MOMEMiS ABOUT '01 , ---------------------------------------- LOAD MOMENT ---------—------------------------------—__._.__ P 0 1092.125 -263.4521 P l Tom.69 -1955.957 --.._. ----------- ----------------------- (NOTE . POSITIVE MOMENT INDICATES LOAD CONTRIBUTES TO OVERTURNING, NEGATIVE KDREMT INDICATES LOAD CONTRIBUTES TO RESIST!461 TOTAL RESISTING MOMENT............... 25037.05 TOTAL OVERTURWI46 MOMENT.T.............: li)16.01 FACTOR OF SAFETY AGAINST OVERTURNING.: 2.706683 NORMAL REACTION AT BASE..............T 7:13.188 TANGENTIAL REACTION AT BASE..........: B89.0675 FACTOR OF SAFETY AGAINST SLIDI46.....: 5.495061 SOIL PRESSURE REACTION AT TOE........: 2077.969 SOIL PRESSURE REACTION AT KEEL.......: 1500.20i 0 1 Gl�IdLG+r<� TYP1CA L A/C'm .' 4Ar eE uulFoltld 6utcH� tc�6 4 N. ee# lyric ' Np bl4ckt11.1. w2 TIME 6.eE�'i 11 S i �4o1L � hl / �t►i b w1 PT'OI ��. ffEt6Y+,e,E�SVK$. To tkresVk6 Tht1c�►Jttltl RG�G�CfJ 4.IoKwAL REh��tgl dl A/oltt �a. P►estu►e � ee let, it be, fdot e.` Cel/ow b'J a `Lct 4l104 ,�ri ae vc �p►el4ocPC joy to1leItoaletS So11S ; Pe KArn2lp- KA _ cosY - /s) r sin mt )xn�-w) tos f,3 ros(a�/S�L I +- �� \` :� v� •- ��, y • ' ' � � � Crihlock Retaining Walls of America, Inc. C ftQILK CORPORA rrOFFICE. P.O.BOX 849 • SIERRA MADRE,CALIFORNIA 91024 • (213)355.4214 v STANDARI, SPi.':IFICATION FOR PRE-CAST REINFORCED-CRIBLOCK-CONCRETE CIRIBWALLING 10"/83 51:U 1'f: 'this Specification sets out requirements for the design, materials, manufacture and construction of pre-cast, reinforced- concrete cribwall systems. Bidder's attention is called to the fact that CRIBLOCK cribwall units are the basis for this specification. CRIBLUCK Standard Plan sheets 1 through b are hereby incorporated into and made a part of this specification. DESIGN DESIGN OF WALL SYSTEM: The face of the wall shall consist of a grid of concrete members, with face inclined at a slope of 4 vertical to 1 horizontal, or as specifically designed for a particular job. Horizontal members of such a grid are termed "Front Stretchers". Where non-standard stretcher lengths are re- quired to complete the end of a wall, they are termed "Closers". The face members shall be connected by transverse members termed "Headers" to a similar grid of "Back Stretchers", parallel to the face and located so that the overall thickness of the wall is not less than 3 feet. Additional spacers between the stretchers in the front and back grids may be used if the system requires it, and are termed "False Headers". Headers shall be perpendicular to the face of the wall. The system may allow for the addition of one or more grids of members, paralle! to the face and situated behind the structure described above. Such additional grids shall be connected to the grid in front of it by an interlocking header system. This constitutes a multiple-depth wall, as detailed on CRIBLOCK Standard Plans. The space between the face and the back of the wall shall be filled with free draining rock, or well compacted soil. The overall stability of the structure when assembled shall be such that this compaction may be carried out without displacing the members. These specifications do not purport to provide a basis for engineering analysis of the overall wall system. CRIBLOCK Standard Plan f4rnish some of the basic information used in such analyses. A qualified Engineer can provide such infor- mation as required. HATER LALS CEMEN'Tz Cement shall conform to the requirements of ASTM C 150 and shall be stored and handled so that it is protected against deterioration or contamination at all times. Cement shall be either Type II or Type V, depending on ultimate use of product. AGGREGATES: Fine and coarse aggregates shall comply with the require- ments fo ASTM C 33. Aggregates failing to meet this specifica- tion but which have been shown by special test to produce concrete meeting requirements of "QUALITY OF CONCRETE" may be used. See also "DESIGN MIX". WATER: Water shall be potable and free from any substances deleterious to concrete or reinforcement. AL+IIXTURES t Air-entraining admixtures, if used, shall comply with ASTM C 260. Chemical admixtures such as vater-reducing admixtures, retarding admixtures, accelerating admixtures, vater-reducing and retarding admixtures, and water-reducing and accelerating admixtures, if used, shall comply with ASTM C494. REINFORCEMENT: Steel reinforcement shall conform to one of the following ASTM standards, as appropriate: A 615, A 616 or A 617. Yeild strength of steel shall be 40,000 psi. minimum. The reinforce- ment shall be free from damage and contamination. It shall be clean and free from all loose mill scale, dust, loose rust, and coatings such as paint and oil immediately before use in con- crete. DESIGN MIX A qualified materials laboratory shall prepare a design mix specifiying relative quantities of cement, water, aggre- gate and admixtures necessary to obtain required minimum concrete strength and durability. This mix design shall be specific to the Aggregates in use and stall be available from manufacturer at all times. QUALITY OF CONCRETE DRY MIX CONCRETE: Concrete for use in the dry-mix press process shall yeild an end product with a minimum concrete compressive strength at 28 days of 3250 psi. and with a surface dry density equal to " DRY MIX CONCRETE (CUN"I') : at least 9'j percent of the density of a unit manufactured by a wet-mix process using the same type and ?ource of aggregates. MANUFACTURE OF UNITS TOLLENANCES FOR INDIVIDUAL UNITSt + The length of headers, stretchers and closers shall be within + 1/e inch of the design value. The width of all units shall be wighin + 1/8 inch of the approved design value. FORMEU SURFACES The sides of the units which bear against other units shall be constructed so that the finished units will meet the tolerances specified in "TOLERANCES FOR INDIVIDUAL UNITS" and so that the units may be stripped without damage to the concrete. All surfaces of units shall have a uniform app- earance free from honeycombed areas. REINFORCING STEEL PLACING REINFORCEMENT: Reinforcement shall he placed and maintained in the design positions within + .50 inch, but without reducing the minimum cover specified. CONCRETE COVER TO REINFORCEMENT: The minimum cover to reinforcing steel shall be 1-1/4 inches. (See ACI 318-77, Section 7.7.2). CORROSION PROTECTIONt Where units are to be used in maritime atmosphere or in direct contact with seawater, reinforcing steel shall be protected against corrosion by hot dip galvanizing at a rate of at least 2 ounces per square foot. The galvanization shall be in accordance with ASTM A 123. Alternatives to galvanizing, to be submitted for approval on a case-by-case basis, include chemical coatings much as SCOTCHKOTE. The abcve treatment shall be applied only after completion of any and all fabricating processes such as bending and wt•lding. MARKING Each "Fallet" of block shall be individually marked with its date of manufacture. Such marking shall be of sufficient durability to withstand a minimum of 12 months exposure to the elements. .VESTING AND tNSPECTLON Ac,.uplability of Uu3 cribbing units will be determined on the basis of compression tests and visual inspection. The precast units shall be considered acceptable regardless of curing age when compression test results indicate strength wilt conform Lo 28-day specifications. the contractor or his supplier shall furnish facilities and perform all necessary sampling and testing in an expeditious and satisfactory manner. Units shall be considered acceptable for placement in the wall when 7-day strengths exceed 65 oercent of 28-day requirements. QUALITY OF CONCRETE URY NIX CONCRETE: Concrete for use in the ary-mix process shall yeild an end product with a minimum concrete compressive strength at 28 days of 3250 psi, and with a surface dry density equal to at least 95 percent of the density of a unit manufactured by the wet mix process using the same type and source of a.tgre- gates. ACCEPTANCE OF UNITS ON SITE All units shall be subject to final acceptance on site. Where the contract includes the construction of the wall, it shall be the Contractor's responsibility to ensure that all units are erected in an undamaged condition. . The Project Engineer's representative may carry out such tests or measurements as he thinks fit to satisfy himself that the units delivered to the site arc equal in quality to the approved design. Where these tests are of a destructive nature and units prove acceptable, the cost of the units as delivered to the site of testing will be a charge to the contract. WALL LAYOUT Cribwall construction shall be in reasonably close con- formity to the lines, grades, design and dimensions shown on the plans and as established by the Project Engineer by means of surveyed staking. EXCAVA't I UN A bench excavation to sound material. shall be made for ttke base of the cribwall. Unless shown otherwise on the project plans, the benches shall be horizontal in the line of the wall and have a fall of 1 in 4 from the front to the back of the excavation. The depth of the excavation shall be a minimum of 1.0 foot below the proposed finished ground level at the front face of the wall, or as shown on the project plans. 10/5/8S finished base exedvation to within 0.5 inches of base cl.rvatic,n shall include vertical steps where plans indiuite base of wail is to step. BASE SLAB NJT REQUIRED Unless shown on the plans, a concrete base slab shall not be required. After verfication by Soils Engineer of base- soil adequacy, wall is initiated by placing first course of stretchers directly onto base soil. A maximum of 2-inches of sand or fine gravel may be used for bedding material below the bottom course of stretchers, if the Contractor desires. CRIBWALL CONSTRUCTION The crib units shall be handled and placed in such a manner that no damage is caused to tht seating areas. The first course of units shall be stretchers (or closers) unless shown otherwise on the drawings. Cure shall be taken in the placement to ensure firm bedding against the base soils. The cribwalling shall be placed in horizontal lifts. No more than 1 lifts shall be placed before backfilling. The units shall be placed in a uniform pattern as shown on the drawings or as approved by the Enginee:. Walls shall be provided with back stretchers for the full height of the wall, excQpt top course. Refer to CRIBLUCK Standard Plans. Top course of headers shall consist of full-headers only. No back stretchers are required on top course. CORNERS: ` Where walls join at an angle, it may be necessary to saw-cut stretchers to provide a neatly joined corner. Walls greater that' 5 courses high may require special treatment of headers: see details on CRIBLOCK Standard Plans. if a corner is included on the project, cons ruction shall start at the corner and proceed away from it, wherever possible. CURVED WALLS: Where a wall is curved in plan to 3 radius of less than IOU feet, special stretchers shall be provided or saw cuts made where necessary to ensure that the gap between stretchers is minimized. Where a wall is curved in plan to a radius of less than 60 feet and is in excess of 12 feet high, grout shall be used at the junctions of headers and stretchers to insure uniform bearing at joints in the front of the wall up to within 12 feet Of tl:e top of the wall. • I iAl'ta t LL.1 N1: MAI'134 I,%I.: Itickf ill Material shall consist of either a wull-graded crushed rock of at least 1-inch diameter, or a soil reasonabl free from organic and otherwise deleterious materials and cuu- fumi y r ng to the following gradation limits as determined by AASIPI'U T-27: Sieve Size Percent Passim 3 inches . . . . . . . . lUo I40. 200 . . . . . . . . . . . 1 U-25 In addition, if the fraction finer than the #200 mesh sieve is between 15% and 25%, the backfill must conform to the following requirements: a. The Plasticity Index (P.I. ) as determined by AASHTO T-90 shall not exceed 6. b. The fraction finer than 15 microns (0.0015 mm) as determined by AASHTO T-88 shall not exceed 15 percent. C. The material when compacted to 90 percent of AASH'1'U T-99 at optimum moisture content shall exhibit an internal angle of friction of not less than 30 degrees as determined in a standard direct shear test. (AASHTO T-236). d. The cohesion as determined by Standatd Direct Shear or Triaxle Shear tests shall fall within the range Of 50 to 150 psf. Intent of this specification is that backfill material within the wall be structurally strong and in addition exhibit sufficient cohesion to effectively resist wind and rain erosion, but that cohesion not be 80 excessive as to create problems with canpaction. PLACING Care shall be taken not to disturb the alignment of the units during backfilling and compaction operations. No more than 2-1/2 coursEj of crib framework shall be unfilled before backfill operations begin. The areas behind and above the cribwalling shall be backfilled to the finished configuration shown on the project Plaits, taking care to insure that drainage is diverted from going over the face of the wall. COMPACTION Unless otherwise specified by soils report, compaction within the cribbing framework shall be to a minimum of 9U percent relative compaction per ASTM D 1557 For single- depth walls and for the front cell of multiple-depth walls, COMPACTION (CON"f) -umpaction tests shall be takett at the, center of the crib cell, approximately one-third of the distance front back stretcher to front stretcher. For all other cells of mul- tiple-depth walls, tents shall be taken centered in the cell. METHOD OF MEASUREMENT AND PAYMENT Where the contract includes construction of the vall the work will be measured and paid for by the area of the face of the wall (on the slope) measured front the bottom of the base stretcher to the top of the top stretcher. The schedule rate shall includes supply of materials and stacking of the wall, and backfilling within the wall. Where the contract is for the supply of units only, pay- ment shall be per unit delivered as ordered. i �L CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering April 18, 1988 Mr. Pat Wl,ite First Summit, Inc. 55 First Place NE, Ste. 2 Issaquah, Washington 98027 Subject: Honey Creek Apartments Dear Mr. White: It is the intent of this letter to verify that sanitary sewer service and water service are available through the City of Renton to the above reference project. Very truly yours, Donald ,Iotfughan Design Engineer al/honye.rk/amh:jlm 200 Mll Avenue South - Renton, Washington 98055 - (206)235-2631 00EASTLAKE Utilities ins. t¢emedandDonnen 3 �uj P.O. Box 2722•Redmond,Washington 98052•Phene:(206)868-7836 F P$il Ul•1)0-CM •water Mains •sanitary sewers •storm sewers •septic systems April 14, 1988 •Surface Drains •Custom Digging First Summit Inc. c/o Jim Sadler 55 1st P1. NW Suite 2 Issaquah, !JA 98027 RE: Honey Creek Apt. - Renton, WA Dear Jim: Eastlake Utilities, Inc. proposes to complete the following items of work for the unit prices listed below. All work shall conform with Pacific Engineering Co. engineer's revised plans dated through May 12, 1987, sheets Cl through C21. Payments :hall be based upon actual quan- tities installed. Unit Item Approx Qty. Description Price Amount Sanitary Sewer - off site 1 2 each Connect to existing manhole including road restoration $5,000.00 $10,000.00 2 5 each 48" manholes 1,750.0" 8,750.00 3 1,150 L.F. 8" PVC S.S. 15.25 17,537.50 $36,287.50 Sanitary Sewer - on site 1 9 each 48" manholes $1,750.00 $15,750.00 2 875 L.F. 8" PVC S.S. 15.25 13,343.75 3 578 L.F. 6" ?VC S.S. 11.75 6,791.50 4 10 each 6" Cleanout 6 connect to building 250.00 2,500.00 $38,385.25 Storm Sewer - off site 1 4 each Type I Catchbasins $ 600.00 $ 2,400.00 2 5 each Type II 48" manhole 1,200.00 6,000.00 3 1 each Type II 60" manhole w/oil control 2,650.00 2,650.00 4 33 L.F. 8" CMP 16-gauge 11.00 363.00 5 364 L.F. 12" CMP 16-gauge 12.50 4,550.00 6 50 L.F. 15" CMP 16-gauge 13.50 675.00 7 722 L.F. 18" CMP 16-gauge 15.50 11,191.00 i o $27,829.00 First Summit Inc. Honey Creek Apt. Page 2 Storm Sewer - on site 1 5 each Type I Catchbaslns $ 600.00 $ 3,000.00 2 2 each Type II 54" manholes 1,750.00 3,500.00 3 2 each Type II 54" manhole w/oil control 2,250.00 4,560.00 4 2 each 18" yard drains 250.00 500.00 5 89 L.F. 6" CMP 16-gauge 10.00 890.00 6 60 L.i. 8" CMP 16-gauge 11.00 060.00 7 664 L.F. 12" CMP 16-gauge 12.50 8,300.00 8 19 L.F. 18" CMP 16-gauge 15.50 294.50 9 155 L.F. 48" CMP retention pipe 71.00 31,005.00 10 110 L.F. 84" CMP retention pipe 96.00 10,560.00 11 1 each 12" Trash rack 125.00 125.00 12 1 each 15" Trasl. rack 150.00 150.00 13 1 each 18" Trash rack 175.00 175.00 $43,659.50 Water System - off site 1 1 each Connect to existing 12" main including road restoration $ L.S. $ 6,450.00 2 2 .each Connect to existing 8" main including road restoration 6,300.00 12,600.00 3 67 L.F. 8" DI pipe CL52 24.00 1,608.00 4 93 L.F. 10" DI pipe CL5222.00 2,046.00 5 349 L.F. 12" DI pipe CL52 30.75 10,731.75 $33,435.75 Water System - on site 1 5 each Fire hydrant assemblies $1,750.00 $ 8,750.00 (410" bury) 2 10 each Water services (by City of Renton) No Bid No Bid 3 1 each Sprinkler vault 6 accessories L.S. 7,200.00 4 3 each 4" Blind flange 6 caps w/in 5' of building line 150.00 450.00 5 276 L.F. 4" DI pipe CL52 15.50 4,278.00 6 88 L.F. B" ➢I pipe CL52 24.00 2,112.00 7 1,216 L.F. 10" DI pipe CL52 22.00 26,752.00 $49,542.00 Recap: Sanitary 'ewer - off site $ 36,287.50 Sanitary Sewer - on site 38,385.25 Storm Sewer - off site 27,829.00 Storm Sewer - on site 43,659.50 Water System - off site 33,435.75 Water System - on site 49,542.00 TOTAL $229,139.00 First Summit Inc. Honey Creek Apt. Page 3 Conditions and Exclusions: 1. Prices subject to sales tax, permit fees, city inspection and connection fees. 2. Backfill and compact native material (except under existing blacktop) all excess disposed of on site. Compaction not guaranteed. Owner shall provide soils expert to determine if excavated materials are suitable for backfill. If water is required to achieve acceptable compaction, the owner shall provide water by means of water truck, fire hose, etc. Additional time to achieve compaction shall be invoiced on a cost/plus rate. 3. All easements to be cleared prior to start. 4. Site to be to subgrade prior to start. - 5. 2" Sch40 PVC water service from meter to buildings, installed @$4.00 per foot. 6. Downspout and footing drains as follows: 6" PVC titeline @$4.50 L.F. 4" PVC titeline @$3.00 L.F. 4" PVC perf. w/gravel @$4.50 L.F. 4" downspout risers @$5.00 each 7. Swales and quarry spalls by others. 8. Temporary erosion piping as required: 12" CMP @$11.00 L.F. 4' CMP @$9.50 L.F. 9. Bi)filtration outlets by others. It is understood and agreed that we shall not be held liable for any loss, damage or delays occasioned by fire, strikes, or material stolen after delivery upon premises, lockouts, acts of God, or the public enemy, accidents, boycotts, material shortages, disturbed 'ibor conditions, de- layed delivery of materials from Seller's suppliers, force ma,jeure, in- clement weather, floods, freight embargoes, causes incident to national emergencies, war, or other causes beyond the reasonable control of Seller, whether of like or different character, or other causes beyond his control. Prices quoted herein may be withdrawn at any time prior to receipt of a signed acceptance below by Seller. In the event of any breach of this agreement, the prevailing party shall receive its reasonable court or arbitration costs and reasonable attorney's fees. Interest shall accrue at the rate of 1G, percent per month, or the highest rate allowed by law, whichever is less. Payments received shall be applied first to interest with the remaining balance being then applied to principal. EAS UT LITIES, DC:t ENGINEERS ESTIMATE, HONEY CREEK APARTMENTS Prepared For: First Summit, Inc. 55 1st Place N.W. Suite 2 Issaquah, WA 98027 (286) 392-1598 Prepared By: Pacific Engineering Company 304 Main Avenue South, Suite 300 Renton, WA 98055 (206) 235-6688 Prepared: Sept. 8, 1987 HONEY CREEK APARTMENTS 96.70, [MASTERMTD] SCHEDULE 1 STORM DRAIN CONSTRUCTION OFF-SITE: ------------------------------------------------------------------------------------------------------------------ ITEM UNIT MEASURE UNITS COST,UNIT TOTAL ------------------------------------------------_____________________________________________________________________________ CBMH TYPE I each _ 500 1000.00 CBMH TYPE 11-40' each 5 2000 !0000.00 CBMH TYPE 111-50' N/OIL SEP each I 5000 5000.00 CURB INLET N/VANED GRATE each 2 5n0 1000.00 8' CHI, linear feet 33 12 396.00 IP CMP linear feet 364 15 5460.00 15' CMP linear feet SO 18 900.00 IS* CMP linear feet 722 22 15884.n0 39640.00 ON-SITE: --------------------------------------------- ------._. ---------"'.'-"' ITEM UNIT MEASURE UNITS COST/UN!', TOTAL ---------------------------------------------________________________________________________________________________________ CBMH TYPE I each 7 500 3500.00 CBMH TYPE I1-54" N/VANED GRATE each 1 3000 3000,00 CBMH TYPE I1-54' N/VANED GRATE 6 ORIFICE CONTROL DEVICE each i 3500 3500.00 CBMH TYPE II-54' N/SOLID LOCKING LID each I 3000 3000.00 CBMH TYPE II-54" NISOLID LOCKING LID 6 ORIFICE CONTROL DEVICE each 1 3500 3500.00 YARD DRAIN each 2 250 540.00 6' CMP linear feet 89 10 890.00 12' CMP linear feet 663 14 9402.00 IB' CMP linear feet 20 17 340.00 24" CMP linear feet 6 27 162.00 36' CMP linear feet 7 35 245.00 48' CMP DETENTION TANK linear !Bet 140 45 6300.00 84' CMP DETENTIO:' TANK linear feet 110 85 9350.00 QUARRY SPALL BLANKET cubic yards 3.7 12 44.40 TRASH RACK-12' PIPE each 1 125 125.00 TRASH RACK-IB' PIPE each 1 1511 150.00 43888.40 ------------------- ---------------------------------------- -------------- —------------------------------- SCHEDULE 11 NATER SYSTEM CONSTRUCTION OFF-SITE: ------------_--------------------------_------------------------------------------------------------------------------------- --_--ITEM UNIT MEASURE UNITS COST/UNIT TOTAL ____- ______________________________------------------------------- -- 8' DIP linear feet 67 15 1005.00 10' DIP linear feet 93 18 1674.00 12, DIP linear feet 354 21 7434.00 8'18' TAPPING SLV 4/CONC BLK each 2 1000 2000.00 8' GATE VALVE N/CONC BLK each 2 500 1000.00 G'X12' REDUCER each 1 300 300.00 10'111-1/4 BEND N/CONC BLK each 1 300 300.00 10' GATE VALVE N/CONC BLK each 2 600 1100.00 10'X 12' TAPPING SLV N/CONC BLK, each 1 1300 :300.00 12'Xi0' TEE N/ CONC Btt; each 1 350 350.00 12' GATE VALVE IN VAULT each 1 T00 700.00 12' CROSS N/GONG BLK each 1 350 350.00 ON-SITE: 17613.00 ITEM UNIT MEASURE UNITS COST/UNIT TOTAL _-------__ ----------------------- ________________________ _________________________________________________ 4' DIP linear feet 261 8 %88.00 8' DIP linear feet 66 IS 990.00 t0' DIP linear feet 1216 18 21888.00 4'190 BEND N/EONC BILK each 2 175 350,06 4'X45 BEND N/CONC 816: each 1 175 875.00 4'X4' TEE w/CONC BLK each 2 1115 350.00 4'1110' TEE N/ CONC BLK each 1 250 250.00 8'X22-1/2 BEND X/GONG BLK each I 250 250.00 0'110' REDUCER each 1 250 250.00 10'16' TEE N/GONG BLK each 4 300 1200.00 10'XII-1/4 BEND N/ CONC BLK each 4 300 1200.00 10'X45 BEND N/CONC BLK each 2 300 600.00 10490 BEND N/CONC BLX each I 300 3K,00 TEMP. FIRE HYDRANT each 1 1800 1800.00 FIRE HYDRANT ASSY. each 4 1800 7200.00 FIRE DEPT. CONNECTION each I 300 300.00 SPRINKLER VAULT A POST INDICATOR each 1 4500 4500.00 44371.00 SCHEDULE III SANITARY SEWER CONSTRUCTION OFF-SITE: ----------------------------------------------------------------------------------------------------------------------- ITEM UNIT MEASURE UNITS COST/UNIT TOTAL ----------—---------------,------—-------------------------W-_---------------------------- CNN TYPE II-48' each 5 2000 10000.00 B* PVC linear feet 1150 16 16400.00 ON-E:TE: 28400.00 ----------------------------------—-----------------------.---------------__-----_--_-------------__--_---------------- ITEM UNIT MEASURE UNITS COST/UMIf TOTAL --------------------------_--"_----_.--__-_-------.__._-_..-__------------------------------- _ _________ CBMM TYPE 11-40, each 5 7000 10000.00 61 PVC linear feet 565 14 7910.00 8' PVC linear feet 810 1,. 12960.00 6= CLEANDUT each ,1 250 20.00 8' CLEANWT each 1 500 100000.00 34610.00 SCHEDULE IV PAVEMENT S MISCELLANEOUS OFF-SITE ----------------------------------------------------------------------------------------------------------------------------- ITEM UNIT MEASURE UNITS COST/UNIT TOTAL ---------------------------------------------------------------------------------------------- MEW ROCKERY square feet 85 5.00 425.00 SIDENALK-5' WIDE linear feet 305 5.00 1325.00 SIDEWALK-6' WIDE linear feet 750 6.00 4548.00 BARRICADE-18' WIDE BEAMS each 1 750 "450.00 DRIVEWAY APRONS each 2 200 400.00 CURB I GUTTER linear feet 1063 6.70 7122.10 EXTRUDED CUR4 linear feet 325 1.25 406.M. SAWCUT EXISIiI; PAVEMENT linear feet 690 1.00 b90.00 PAVING square feet 1824 0.65 1135.60 16551.95 ON-SITE: --------------------_--------------------------------------------------------------------------------------__________________ ITEM UNIT MEASURE UNITS COST/UNIT TOTAL -------------------------------------------------------_------------------------------------------------------'-------------- NEW ROCKERY square feet 4910 5. 16131. EXTRUDED CURB linear feet 4905 1.25 25 61SI.2525 PAVING square feet 71174 0.50 35587.00 66266.25 ------------------------------------------------------------------- ----------------------- --- ------------ -- --------- - SUR TOTALS: STORM SEWER(OFF-SITEI=S "M.00 (ON-SIT0 4 41B33.49 NATERIOFF-SITEI=! 17613.00 (ON-SITE)=1 44 91.00 SANITARY SENER(OFF-SITEI=S 28400.00 (ON-SITE)=$ -14610.00 MISCELLANEOUS(OFF-SITE)=9 1655I.95 (ON-SITE)=$ 66269.15 -------------------------------------------------- GRANO TOTAL= 29M2.60 - Z Zu 1 I i I206"62.105' MAIL DISPATCH, QC�Q,� ,�,�.,�„ CH, INC. r,.x.... ,..,.�i „6,.y. r..1..,Y -yw—;.i P.O BO%12616 SEATTLE WA 981II QE NFCFS W¢gxl _ OESCvm pry cxo ro DELIVERY CHARGES ¢.¢a.Fn C�iv INSURANCE SraEFr nppgEg � F • I ¢qv.*,. V. C.D.D. e NIECES 6 WEIGHT C.ro DY15gVEF smErr TOTAL DUE Dort r¢ Y,u✓Rx OE❑SPEC r u COUPoER MSPECIALwm..¢vr e � C EXCLUSIVE COMER i•xEOJe UN`7 non 4EnEPr SMPP6i