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Home My WebLink About559 Hoquiam Ave NE Wastewater ExtensionC1TY OF RENTON NOV 1 S 2017 t '' Bob Wenzl RECEIVED Tuscany Construction, LLC CITY CLERK'S OFFICE P.O. Box 6127 Bellevue, Washington 98008 OfFce: 206-714-6707 Email: bob@tuscanywa.com TO: Mayor and City Council of the City of Renton c/o City Clerk City of Renton 1055 South Grady Way, 7th floor Renton, Washington RE: 559 Hoquiam Avenue NE Wastewater F ctension 559 Hoquiam Avenue NE HONORABLE MAYOR AND MEMBERS OF THE RENTON CITY COUNCIL: Current building code in the City of Renton requires that the builder, Tuscany Construction, LLC, install wastewater (sanitary) sewer service to a new building permit for a new residence located at 559 Hoquiam Avenue NE. The installation of this system will be 192 linear feet of 8"sewer main, a new 48-inch manhole, and 4 each 6-inch sanitary side sewer stubs. The new waste water main will extend across the frontage of other benefiting properties. I respectively request implementation of a latecomer agreement that will require these other benefiting properties to share in the cost of this new 8"wastewater main and services. I would request the total cost be pro rata shared with the other benefiting properties on a per connection basis. The other properties that will benefit in the future from this waste water main are located along Hoquiam Avenue NE between NE 5"' Street and NE 6th Street, shown on the attached vicinity map. The estimated construction cost for this improvement is $103,520.04. Attached hereto are the estimated construction costs, the legal description of the 559 Hoquiam property, and the other benefiting properties. Upon Administrative acceptance t is request, Tuscany Construction will submit the applicable processing fee. Sincerely Bob We Tuscany nstruction, LL Latecomer Application 559 Hoquiam Avenue NE Tuscany Construction, LLC November 9, 2017 1. Legal Description of 559 Hoquiam Avenue NE: The North 67 feet of the Southeast quarter of the North half of the Northwest quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County. Washington: EXCEPT the east 30 feet thereof conveyed to King County for road by deed recorded under recording number 3065639; and EXCEPT the West 30 feet thereof. Situate in the City of Renton, King County, Washington. King County tax Parcel Number: 1023059298 2. Legal Description of benefiting properties: a. 565 Hoquiam Avenue NE - KC Parcel #: 1023059217 The East 206.01 feet, measured along the North line, of the North /z of the North z of the NW /a of the SW /a of the SE /a of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington EXCEPT the North 97.39 feet thereof EXCEPT County Road b. 558 Hoquiam Avenue NE - KC Parcel #: 1023059186 The South 70 feet, more or less, of the North 241 feet of the West 165 feet of the NE /a of the SW /a of the SE /a of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington EXCEPT the West 30 feet thereof conveyed to King County for 142"d Avenue SE by deed recorded under recording number 3842080; Situate in the County of King, State of Washington c. 562 Hoquiam Avenue NE - KC Parcel #: 1023059283 The South 66 feet of the North 171 feet of the West 165 feet of the SW /a of the SE a of Section 10, Township 23 North, Range 5 East, W.M. in King County, Washington EXCEPT County Road 3. Vicinity map of Applicant property, benefiting properties, and location of improvements: 4. Estimated Construction Costs a. Site Improvement Bond Quantity Worksheet: $97,660.42 b. Ciry permit application fee: Total Construction Cost: 103,520.04 5. Set of Civil Engineering Plans for improvements under consideration for latecomer recovery See attached 6. Processing fee The fee of $2,000 is attached since the project construction value is over than $100,000 Vicinity Map t s a ,'. s o o 'os soc crx s cv o a s a c,a c 1 6 S 54,,;; S o s E Ct57357'0 iS i 3 6 i G.` i i i rJ' s a 3 sao ss s s s7 5 saas , sa a a s: . ia i 5 015 #021# i 51C 91 527 S f: 5 9 i` '"- ' tt` r S 21 52tI i23 i os i ,ia i l V.., sz s,s so si. r. +r • ( [ g , so z i 7 . r o oz 7- v ' K gC The hformatlan(nduded on tNs mep haa 6aen compled by IQng County sfaff fran a vrleiy of aar s and Is subJed to chunge Mithouinotice. KingCo Mymalcesnoieprese ationsorv`evarties,exp+essorimplbd.astoaccurary,candeteness,tineiness, KingCountyorripMa@theueeofsuchiriormadon.ThIs docurrent is nd IMended fa use ae a eurvey poduct.lanp Courdy st afl nd 6e iahle foraryg nerel,apeGel,hdtect,inciderrtal.orconsaqu tialdamagmincludlrg.bUndltmltedto,lostrevenueaorbstpioAls T^ res 6ng ham U e uee a misuse atthe irdortnelion can4aned an Ws mep.Any eele of Uis map orinfamatlononthfs m ia j, prohbited e cccept bywriKen pertHssion af fGng CouNy- Date:1 i/2/2017 Notes: SITE IMPROVEMENT BOND UANTITY W RKSHEET c'TY °Q O PROJECT INFORMATIt N Cc m nunity & Econamic Planning Division 1D55 South Grady Way—6 th Floor Renton, WA 98057(425)430-7200 Develapment Date Prepared: 13/9/2017 Project Phas 1 L+ CONSTRUCTION Prepared by:0 Required Name: Darrell L.Offe,1r.aH cost s a i 1 wet stamp and sig ature) PE Registration No: Z7460 L' z c'' Firm Name: dffe Engineers, PLLC p Firm Address: 13932 SE 159th Place O +f,¢. A/' Phone No. 425-260-3412 jONAL r ( Email Address: darrell.affe@comcast.net 1' Praject Location and Description Project Owner Informatian Project Name:559 Hoquiam Sewer Extention Project Owner: Tuscany Construction CED Plan#(LUA): Phone: 206-714-6707 CED Permit#{U): Address: P.O. Box 6127 Site Address: 559 Hoquiam Avenue NE Bellevue,WA 98008 Street Intersection: NE Sth Street/Hoquaim Avenue NE Addt'I Project Owner: Additional Project Owner Parcel#(s): 1Q23n59z98 Phone: Phone Abbreviated Legal A Portion of the North half on the NW 1(4 of the SW 1/4 of the SE 1/4 Address: Address of Section 10,?ownship 23 North,Range 5 East,w.m.,in the City of Description: Re„to,King County,Washington CItY,State,Zlp Clearing and Grading Utility Providers Clearing and rading greater than or equal to S,OOQ board feet of timber? YesiNo: no Water Service Provided by: KC WATER DISTRICT 90 If Yes,Provide Forest P actice Permit#: N/A Sewer Service Provided by, CITY OF RENTON Select the current project status/phase from the fo lowing options: For Apnroval-Preliminary Data Enclosed,pending approval from the City; For Constructlon-Estimated Data Enclosed,Plans have been approved for contructio by the City; ProJect Closeout-Final Costs and Quantities Endosed for Project Close-out Submittal Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 Ref 8-H BondQuantitv worksheet SEGTION I PROJECT INFORMATI N Printnri 17/9/7817 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL CED Permit#:######## Unit A) Description No. Reference# Price Unit Quantity Cost Backfill&compaction-embankment ESC-1 6.50 CY Check dams,4" minus rock ESC-2 SWDM 5.4.6.3 80.00 Each Catch Basin Protection ESC-3 35.50 Each 2 71.00 Crushed surfacing 1 1 4"minus ESC-4 WSDOT 9-03.9(3) 95.00 CY Ditching ESGS 9.00 CY Excavation-bulk ESC-6 2.00 CY Fence,silt ESC-7 SWDM 5.4.3.1 1.50 LF Fence,Temporary(NGPE) ESC-8 1.50 LF Geotextile Fabric ESC-9 2.50 SY Hay Bale Silt Trap ESC-10 0.50 Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.80 SY Interceptor Swale Dike ESC-12 1.00 LF Jute Mesh ESC-13 SWDM 5.4.2.2 3.50 SY Level Spreader ESC-14 1.75 LF Mulch,by hand,straw,3"deep ESC-15 SWDM 5.4.2.1 2.50 SY Mulch,by machine,straw,2"deep ESC-16 SWDM 5.4.2.1 2.00 SY Piping,temporary,CPP,6" ESC-17 12.00 LF Piping,temporary,CPP,8" ESC-18 14.00 LF Piping,temporary,CPP,12" ESC-19 18.00 LF Plastic covering,6mm thick,sandbagged ESC-20 SWDM 5.4.23 4.00 SY Rip Rap,machine placed;slopes ESC-21 WSDOT 9-13.1(2J 45.00 CY Rock Construction Entrance,50'x15'xl' ESC-22 SWDM 5.4.4.1 1,800.00 Each Rock Construction Entrance,100'x15'x1' ESC-23 SWDM 5.4.4.1 3,200.00 Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,200.00 Each Sediment trap,5' high berm ESC-25 SWDM 5.4.5.1 19.00 LF Sed.trap,5'high,riprapped spillway berm section ESC-26 SWDM 5.4.5.1 70.00 LF Seeding,by hand ESC-27 SWDM 5.4.2.4 1.00 SY 50 50.00 Sodding,1"deep,level ground ESC-28 SWDM 5.4.2.5 8.00 SY Sodding,1"deep,sloped ground ESC-29 SWDM 5.4.2.5 10.00 SY TESC Supervisor ESC-30 110.00 HR 6 660.00 Water truck,dust control ESC-31 SWDM 5.4.7 140.00 HR 2 280.00 Unit WRITE-IN-ITEMS Reference# Price Unit Quantity Cost Hand straw 125.00 each 4 500.00 Eng.Design surveying bond costs 12,300.00 1 12,300.00 EROSION/SEDIMENT SUBTOTAL: 13,861.00 SALES TAX @ 10% 1,386.10 EROSION/SEDIMENT TOTAL: 15,247.10 A) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements Bond Reduction) Bi C) D E Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS Backfill&Compaction-embankment GI-1 $ 6.00 CY Backfill&Compaction-trench GI-2 $ 9.00 CY Clear/Remove Brush,by hand(SY) GI-3 $1.00 SY I Bollards-fixed GI-4 $ 240.74 Each I Bollards-removable GI-5 $ 452.34 Each Clearing/Grubbing/Tree Removal GI-6 $ 10,000.00 Acre Excavation-bulk GI-7 $ 2.00 CY Excavation-Trench GI-8 $ 5.00 CY Fencing,cedar,6'high GI-9 $ 20.00 LF Fencing,chain link,4'GI-10 $ 38.31 LF Fencing,chain link,vinyl coated, 6'high GI-11 $ 20.00 LF Fencing,chain link,gate,vinyl coated, 20' GI-12 $ 1,400.00 Each Fill&compact-common barrow GI-13 $ 25.00 CY Fill&compact-gravel base GI-14 $ 27.00 CY Fill&compact-screened topsoil Gt-15 $ 39.00 CY Gabion,12"deep,stone filled mesh GI-16 $ 65.00 SY Gabion,18"deep,stone filled mesh GI-17 $ 90.00 SY Gabion,36"deep,stone filled mesh GI-18 $ 150.00 SY Grading,fine,by hand GI-19 $ 2.50 SY Grading,fine,with grader GI-20 $ 2.00 SY Monuments,3'Long GI-21 $ 250.00 Each Sensitive Areas Sign GI-22 $ 7.00 Each Sodding, 1"deep,sloped ground GI-23 $ 8.00 SY Surveying,line&grade GI-24 $ 850.00 Day Surveying,lot location/lines GI-25 $ 1,800.00 Acre Topsoil Type A(imported) GI-26 $ 28.50 CY Traffic control crew(2 flaggers) GI-27 $ 120.00 HR Trail,4"chipped wood GI-28 $ 8.00 SY Trail,4"crushed cinder GI-29 $ 9.00 SY Trail,4"top course GI-30 $ 12.00 SY Conduit,2" GI-31 $ 5.00 LF Wall,retaining,concrete GI-32 $ 55.00 SF Wall,rockery GI-33 $ 15.00 SF SUBTOTAL THIS PAGE: el C1 IE) Unit Prices Updated:06/14/2016 Page 1 of 3 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements Bond Reduction) B) Iq o) IE) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost ROAD IMPROVEMENT PAVEMENT SURFACING AC Grinding,4'wide machine<1000sy RI-1 $ 30.00 SY AC Grinding,4'wide machine 1000-2000sy RI-2 $ 16.00 SY AC Grinding,4'wide machine>2000sy RI-3 $ 10.00 SY AC Removal/Disposal RI-4 $ 35.00 SY 151 5,285.00 Barricade,Type III(Permanent) RI-5 $ 56.00 LF Guard Rail RI-6 $ 30.00 LF Curb&Gutter,rolled RI-7 $ 17.00 LF Curb&Gutter,vertical RI-8 $ 12.50 LF 20 250.00 Curb and Gutter,demolition and disposal RI-9 $ 18.00 LF 20 360.00 Curb,extruded asphalt RI-10 $ 5.50 LF Curb,extruded concrete RI-11 $ 7.00 LF Sawcut,asphalt,3"depth RI-12 $ 1.85 LF 642 1,187.70 Sawcut,concrete,per 1"depth RI-13 $ 3.00 LF Sealant,asphalt RI-14 $ 2.00 LF 642 1,284.00 Shoulder,gravel,4"thick RI-15 $ 15.00 SY Sidewalk,4"thick RI-16 $ 38.00 SY 12 456.00 Sidewalk,4"thick,demolition and disposal RI-17 $ 32.00 SY 12 384.00 Sidewalk,5"thick RI-18 $ 41.00 SY Sidewalk,5"thick,demolition and disposal RI-19 $ 40.00 SY Sign,Handicap RI-20 $ 85.00 Each Striping,per stall RI-21 $ 7.00 Each Striping,thermoplastic,(for crosswalk) RI-22 $ 3.00 SF Striping,4"reflectorized line RI-23 $ 0.50 LF 160 80.00 Additional 2.5"Crushed Surfacing RI-24 $ 3.60 SY HMA 1/2"Overlay 1.5" RI-25 $ 14.00 SY HMA 1/2"Overlay 2"RI-26 $ 18.00 SY 436 7,848.00 HMA Road,2",4"rock,First 2500 SY RI-27 $ 28.00 SY HMA Road,2",4"rock,Qty.over 2500SY RI-28 $ 21.00 SY HMA Road,4",6"rock,First 2500 SY RI-29 $ 45.00 SY HMA Road,4",6"rock,Qty.over 2500 SY RI-30 $ 37.00 SY HMA Road,4",4.5"ATB RI-31 $ 38.00 SY Gravel Road,4"rock,First 2500 SY RI-32 $ 15.00 SY Gravel Road,4"rock,Qty.over 2500 SY RI-33 $ 10.00 SY Thickened Edge RI-34 $ 8.60 LF SUBTOTAL THIS PAGE: 17,134.70 r- B) C) D) E) Unit Prices Updated:06/14/2016 Page 2 of 3 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements Bond Reduction) B) D E) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost PARKING LOT SURFACING No. 2"AC,2"top course rock&4"borrow PL-1 $ 21.00 SY 2"AC, 1.5" top course&2.5"base course PL-2 $ 28.00 SY 4"select borrow PL-3 $ 5.00 SY 1.5"top course rock&2.5"base course PL-4 $ 14.00 SY SUBTOTAL PARKING LOT SURFACING: B) C) D) E) LANDSCAPING &VEGETATION No. Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3 Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING&VEGETATION: IB) CI I l IE) TRAFFIC&LIGHTING No. Signs TR-1 Street Light System(#of Poles) TR-2 Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC&LIGHTING: B) C) D) E) WRITE-IN-ITEMS 100%export of trench exc. 18.00 cy 343 6,174.00 100%import 5/8 crushed rock 13.50 cy 395 5,332.50 SUBTOTAL WRITE-IN ITEMS: r 11,506.50 STREET AND SITE IMPROVEMENTS SUBTOTAL: 28,641.20 SALES TAX @ 10° 2,864.12 STREET AND SITE IMPROVEMENTS TOTAL: 31,505.32 B) C) D) E) Unit Prices Updated:06/14/2016 Page 3 of 3 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Pu ic Private uantity emaining Right-of-Way Improvements Improvements Bond Reduction) B) C) D) E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE CPE=Corru ated Pol eth lene Pi e N12 or E uivalent For Culvert rices Avere e of 4'cover was assumed.Assume erforated PVC is same rice as solid i e. Access Road,R/D D-1 $ 26.00 SY CBs include frame and lid) Beehive D-2 $ 90.00 Each Through-curb Inlet Framework D-3 $ 400.00 Each CB Type I D-4 $ 1,500.00 Each CB Type IL D-5 $ 1,750.00 Each CB Type II,48"diameter D-6 $ 2,300.00 Each for additional depth over 4' D-7 $ 480.00 FT CB Type II,54"diameter D-8 $ 2,500.00 Each for additional depth over 4' D-9 $ 495.00 FT CB Type II,60"diameter D-10 $ 2,800.00 Each for additional depth over 4' D-11 $ 600.00 FT CB Type II,72"diameter D-12 $ 6,000.00 Each for additional depth over 4' D-13 $ 850.00 FT CB Type II,96"diameter D-14 $ 14,000.00 Each for additional depth over 4' D-15 $ 925.00 FT Trash Rack,12" D-16 $ 350.00 Each Trash Rack,15" D-17 $ 410.00 Each Trash Rack,18" D-18 $ 480.00 Each Trash Rack,21" D-19 $ 550.00 Each Cleanout,PVC,4" D-20 $ 150.00 Each Cleanout,PVC,6" D-21 $ 170.00 Each Cleanout,PVC,8" D-22 $ 200.00 Each Culvert,PVC,4" D-23 $ 10.00 LF Culvert,PVC,6" D-24 $ 13.00 LF Culvert,PVC, 8" D-25 $ 15.00 LF Culvert,PVC,12" D-26 $ 23.00 LF Culvert,PVC,15" D-27 $ 35.00 LF Culvert,PVC,18" D-28 $ 41.00 LF Culvert,PVC,24" D-29 $ 56.00 LF Culvert,PVC,30" D-30 $ 78.00 LF Culvert,PVC,36" D-31 $ 130.00 LF Culvert,CMP,8" D-32 $ 19.00 LF Culvert,CMP,12" D-33 $ 29.00 LF SUBTOTAL THIS PAGE: IBI IC) I I IE) Unit Prices Updated:06/14/2016 PaRe 1 of 5 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Pu ic Private uantity emammg Right-of-Way Improvements Improvements Bond Reduction) B) C) D) E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE Continued Culvert,CMP,15" D-34 $ 35.00 LF Culvert,CMP,18" D-35 $ 41.00 LF Culvert,CMP,24" D-36 $ 56.00 LF Culvert,CMP,30" D-37 $ 78.00 LF Culvert,CMP,36" D-38 130.00 LF Culvert,CMP,48" D-39 $ 190.00 LF Culvert,CMP,60" D-40 $ 270.00 LF Culvert,CMP,72" D-41 $ 350.00 LF Culvert,Concrete,8" D-42 $ 42.00 LF Culvert,Concrete,12" D-43 $ 48.00 LF Culvert,Concrete,15" D-44 $ 78.00 LF Culvert,Concrete,18" D-45 $ 48.00 LF Culvert,Concrete,24" D-46 $ 78.00 LF Culvert,Concrete,30" D-47 $ 125.00 LF Culvert,Concrete,36" D-48 $ 150.00 LF Culvert,Concrete,42" D-49 $ 175.00 LF Culvert,Concrete,48" D-50 $ 205.00 LF Culvert,CPE Triple Wall,6" D-51 $ 14.00 LF Culvert,CPE Triple Wall,8" D-52 $ 16.00 LF Culvert,CPE Triple Wall,12" D-53 $ 24.00 LF Culvert,CPE Triple Wall,15" D-54 $ 35.00 LF Culvert,CPE Triple Wall,18" D-55 $ 41.00 LF Culvert,CPE Triple Wall,24" D-56 $ 56.00 LF Culvert,CPE Triple Wall,30" D-57 $ 78.00 LF Culvert,CPE Triple Wall,36" D-58 $ 130.00 LF Culvert,LCPE,6" D-59 $ 60.00 LF Culvert,LCPE,8" D-60 $ 72.00 LF Culvert,LCPE,12"D-61 $ 84.00 LF Culvert,LCPE,15"D-62 $ 96.00 LF Culvert,LCPE,18"D-63 $ 108.00 LF Culvert,LCPE,24"D-64 $ 120.00 LF Culvert,LCPE,30"D-65 $ 132.00 LF Culvert,LCPE,36"D-66 $ 144.00 LF Culvert,LCPE,48"D-67 $ 156.00 LF Culvert,LCPE,54"D-68 $ 168.00 LF SUBTOTAL THIS PAGE: IBJ CJ I) IE) Unit Prices Updated:06/14/2016 PaRe 2 of 5 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Pu ic Private uantity emaining Right-of-Way Improvements Improvements Bond Reduction) B) C) D) E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE Continued Culvert,LCPE,60"D-69 $ 180.00 LF Culvert,LCPE,72"D-70 $ 192.00 LF Culvert,HDPE,6" D-71 $ 42.00 LF Culvert,HDPE,8" D-72 $ 42.00 LF Culvert,HDPE,12"D-73 $ 74.00 LF Culvert,HDPE,15"D-74 $ 106.00 LF Culvert,HDPE,18"D-75 $ 138.00 LF Culvert,HDPE,24"D-76 $ 221.00 LF Culvert,HDPE,30"D-77 $ 276.00 LF Culvert,HDPE,36"D-78 $ 331.00 LF Culvert,HDPE,48"D-79 $ 386.00 LF Culvert,HDPE,54"D-80 $ 441.00 LF Culvert,HDPE,60"D-81 $ 496.00 LF Culvert,HDPE,72"D-82 $ 551.00 LF Pipe,Polypropylene,6" D-83 $ 84.00 LF Pipe,Polypropylene,8" D-84 $ 89.00 LF Pipe,Polypropylene,12" D-85 $ 95.00 LF Pipe,Polypropylene,15" D-86 $ 100.00 LF Pipe,Polypropylene,18" D-87 $ 106.00 LF Pipe,Polypropylene,24" D-88 $ 111.00 LF Pipe,Polypropylene,30" D-89 $ 119.00 LF Pipe,Polypropylene,36" D-90 $ 154.00 LF Pipe,Polypropylene,48" D-91 $ 226.00 LF Pipe,Poiypropylene,54" D-92 $ 332.00 LF Pipe,Polypropylene,60" D-93 $ 439.00 LF Pipe,Polypropylene,72" D-94 $ 545.00 LF Culvert,DI,6" D-95 $ 61.00 LF Culvert,DI,8" D-96 $ 84.00 LF Culvert,DI,12" D-97 $ 106.00 LF Culvert,DI,15" D-98 $ 129.00 LF Culvert,DI,18" D-99 $ 152.00 LF Culvert,DI,24" D-100 $ 175.00 LF Culvert,DI,30" D-101 $ 198.00 LF Culvert,DI,36" D-102 $ 220.00 LF Culvert,DI,48" D-103 $ 243.00 LF Culvert,DI,54" D-104 $ 266.00 LF Culvert,DI,60" D-105 $ 289.00 LF Culvert,DI,72" D-106 $ 311.00 LF SUBTOTAL THIS PAGE: Iel lCl ID) EI Unit Prices Updated:06/14/2016 Pa e 3 of 5 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Pu ic Private uantity emairnng Right-of-Way Improvements Improvements Bond Reduction) B) C) D) E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost S ecialt Draina e Items Ditching SD-1 $ 9.50 CY Flow Dispersal Trench (1,436 base+) SD-3 $ 28.00 LF French Drain (3'depth) SD-4 $ 26.00 LF Geotextile,laid in trench,polypropylene SD-5 $ 3.00 SY Mid-tank Access Riser,48"dia, 6'deep SD-6 $ 2,000.00 Each Pond Overflow Spiliway SD-7 $ 16.00 SY Restrictor/Oil Separator,12" SD-8 $ 1,150.00 Each Restrictor/Oil Separator,15" SD-9 $ 1,350.00 Each Restrictor/Oil Separator,18" SD-10 $ 1,700.00 Each Riprap,placed SD-11 $ 42.00 CY Tank End Reducer(36"diameter) SD-12 $ 1,200.00 Each Infiltration pond testing SD-13 $ 125.00 HR Permeable Pavement SD-14 Permeable Concrete Sidewalk SD-15 Culvert,Box ft x ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS: B C D E STORMWATER FACILITIES Include Flow Control and Water ualit Facilit Summa Sheet and Sketch Detention Pond SF-1 Each Detention Tank SF-2 Each Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each Wetpond SF-10 Each Wetvault SF-11 Each Sand Filter SF-12 Each Sand Filter Vault SF-13 Each Linear Sand Filter SF-14 Each Proprietary Facility SF-15 Each Bioretention Facility SF-16 Each SUBTOTALSTORMWATER FACILITIES: B) C) D) E) Unit Prices Updated:06/14/2016 PaRe 4 of S Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Pu ic Private uantity emaimng Right-of-Way Improvements Improvements Bond Reduction) gI I oI E) Description No. Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost WRITE-IN-ITEMS INCLUDE ON-SITE BMPs wi-1 wi-z WI-3 WI-4 W I-5 W I-6 WI-7 W I-8 W I-9 WI-10 WI-11 W I-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAI: SALES TAX @ 10% DRAINAGE AND STORMWATER FACILITIES TOTAL: B) C) D) E) Unit Prices Updated:06/14/2016 PaRe 5 of 5 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit#:######## Existing uture Pu ic Pnvate Quantity Remaining Right-of-Way Improvements Improvements Bond Reduction) B) D E) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Connection to Existing Watermain W-1 $ 2,000.00 Each Ductile Iron Watermain,CL 52,4 Inch Diameter W-2 $ 50.00 LF Ductile Iron Watermain,CL 52,6 Inch Diameter W-3 $ 56.00 LF Ductile Iron Watermain,CL 52,8 Inch Diameter W-4 $ 60.00 LF Ductile Iron Watermain,CL 52,10 Inch Diameter W-5 $ 70.00 LF Ductile Iron Watermain,CL 52,12 Inch Diameter W-6 $ 80.00 LF Gate Valve,4 inch Diameter W-7 $ 500.00 Each Gate Valve,6 inch Diameter W-8 $ 700.00 Each Gate Valve,8 Inch Diameter W-9 $ 800.00 Each Gate Valve,10 Inch Diameter W-10 $ 1,000.00 Each Gate Valve,12 Inch Diameter W-11 $ 1,200.00 Each Fire Hydrant Assembly W-12 $ 4,000.00 Each Permanent Blow-Off Assembly W-13 $ 1,800.00 Each Air-Vac Assembly, 2-Inch Diameter W-14 $ 2,000.00 Each Air-Vac Assembly, 1-Inch Diameter W-15 $ 1,500.00 Each Compound Meter Assembly 3-inch Diameter W-16 $ 8,000.00 Each Compound Meter Assembly 4-inch Diameter W-17 $ 9,000.00 Each Compound Meter Assembly 6-inch Diameter W-18 $ 10,000.00 Each Pressure Reducing Valve Station 8-inch to 10-inch W-19 $ 20,000.00 Each WATER SUBTOTAL:r- SALES TAX @ 10% WATER TOTAL: B) ICI l IE) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER CED Permit#:######## ExisUng Future Pu ic Pnvate uan i y emaining Right-of-Way Improvements Improvements Bond Reduction) B) q I) E) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Clean Outs SS-1 1,000.00 Each 4 4,000.00 Grease Interceptor,500 gallon SS-2 $ 8,000.00 Each Grease Interceptor, 1000 gallon SS-3 $ 10,000.00 Each Grease Interceptor, 1500 gallon SS-4 $ 15,000.00 Each Side Sewer Pipe,PVC.4 Inch Diameter SS-5 $ 80.00 lF Side Sewer Pipe,PVC.6 Inch Diameter SS-6 $ 95.00 LF 136 12,920.00 Sewer Pipe,PVC,8 inch Diameter SS-7 $ 105.00 LF 192 20,160.00 Sewer Pipe,PVC,12 Inch Diameter SS-8 $ 120.00 LF Sewer Pipe,DI,8 inch Diameter SS-9 $ 115.00 LF Sewer Pipe,DI,12 Inch Diameter SS-10 $ 130.00 LF Manhole,48 Inch Diameter SS-11 $ 6,000.00 Each 1 6,000.00 Manhole,54 Inch Diameter SS-13 $ 6,500.00 Each Manhole,60 Inch Diameter SS-15 $ 7,500.00 Each Manhole,72 Inch Diameter SS-17 $ 8,500.00 Each Manhole,96 Inch Diameter SS-19 $ 14,000.00 Each Pipe,C-900, 12 Inch Diameter SS-21 $ 180.00 LF Outside Drop SS-24 $ 1,500.00 LS Inside Drop SS-25 $ 1,000.00 LS Connectto Ex.SSMH SS-26 $ 3,200.00 each 1 3,200.00 Li Station Entire System SS-27 SANITARY SEWER SUBTOTAL: 46,280.00 SALES TAX @ 10% 4,628.00 SANITARY SEWER TOTAL: 50,908.00 B) C) D) E) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 SITE IMPROVEMENT BOND QUANTITY WORKSHEET CITY OF BOND CALCULATIONS Renton Community& Economic Pianning Division 1055 South Grady Way—6` h Floor Renton, WA 98057(425J 430-7200 Development Date:11/9/2017 Prepared by: Project Information Name: Darrell L.Offe,Jr. Project Name: 559 Hoquiam Sewer Extention PE Registration No: 27460 CED Plan it(LUA): Firm Name: Offe Engineers,PLLC CED Permit#(U: Firm Address:13932 SE 159th Place Site Address: 559 Hoquiam Avenue NE Phone No. 425-260-3412 Parcel#(s: 1023059298 Email Address: darrell.offe@comtast.net Project Phase: FOR CONSTRUCTION CONSTRUCTION BOND AMOUNT' MAINTENANCE BOND prior to permit issuance) after£nal acceptance of construction) Site Restoration/Erosion Sediment Control Subtotal a) 15,247.10 Existing Right-of-Way Improvements Subtotal b) 82,413.32 b) $ 82,41332 Future Public Improvements Subtotal c) $ Stormwater&Drainage Facilities(Public&Private)Subtotal d) d) $ Bond Reduction:Existing Right-of-Way Improvements (Quan[ity e Remaining) 2 Bond Reduction:Stormwater&Drainage Focilities (Quan[ity f Remaining) Z Site Restoration P 15,247.10 a)z 100% Civil Construction Permit R 123,619.98 b x ISO%)+(d x 100%) Maintenance Bond EST' $ 16,482.66 Ilel+l l Idll•zo% Bond Reduction 1 S e)x 150%+(fJ x l00% Construction Permit Bond Amount ' r 138,867.08 P+R-5/ Minimum Bond Amount is$10,000.00 Estimate Only-May involve multiple and variable components,which will be established on an individual basis by Development Engineering. The City of Renton allows one request only for bond reduction prior to the maintenance period.Reduction of not more than 70%of the original bond amount,provided that the remaining 30%will cover all remaining items to be constructed. Required Bond Amounts are subject to review and modification by Development Engineering. Note:The word 80ND as used in this document means any financial guarantee acceptable to the City of Renton. Note:All prices include labor,equipment,materials,overhead and profit. Unit Prices Updated:06/14/2016 o,.e i.. ve.,...,.nnnai m Fo No S RFA E MON A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE: 3 BRASS DISC W E%ISTING UTILIN LOCATIONS SHOWN HEREON ARE APPROXIMATE PUNCH MARK ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILIN TO SOUTH 1 4 CORNER DEfERMME THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL ExISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING 10-23-05 VISITED 3 07 06 CONSTRUCTION. NO REPRESENTATION IS MADE H EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILIiY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. I CALL BEFORE YOU DIG: 811 CITY OF RENTON #1851 1 .- '" i .. XSURFACEMONF, xIN: 180,978.6275 FEET (COR) E: 1,313,999.609 FEET (COR) SEW_ER L i X VISITED 3-7-06 StKwCE p050 F, SEWER V x COR j1849 TO COR'1851 SEWER \P y" q ' - F, J SERVICE Z S 00'1521°E 2,636.97 (M) SERVIC p i 1 PJ o`L E PO' pQS00'15'36"E 2,636.90' (COR) Q,1,0 I I . P 1.50 . J\p,o,L,y 0 0 Q O w 5p,tyG . . 1., 'OJ 1 . i. 3 . _ p0'h w ' k g Q _. 6y G 6 p Z A yoi Gc.t'` J Q- i' S W SOUTH 1 4 CORNER TO QP i .y . QP y5 F, X CITY OF RENTON 1851 O'G" s s S 85'49'31" E i8J6" QP n STA. 21+57.64 10.18' LT. QP W FOUND MON IN CASEWIW I o SSMH I. 4S BRA55 DISC&PUNCHMARH rn n-`O n RIM-45900 z R- W o STA. 19+66.47. 11.56' LT.z a o IE=45217, 6"(NW.NE)—IN EX. SSMH 4.5' SEPERATION u o I IE=452.00. 8"(S—OUT pUT BRASSRBACKRIM=456J2 FROM NEW SEWER , aw Q AND LOCA oocEN RcoFcoisc w IE=448.00 (CTR CHANNEL) TO EX STORM Nw DOWN 0.6'(VISITED 10/1J/16) n IE=448.10, 8"(N)—IN i 4 W NEW y ., . ._ ; -„ I INT'X NE 6TH STREET HOOUTAMUAVEENE Y._` .:.R,F y§ " . I STA. 23+27.26, HOQUTAM AVEN E N n m,., ....,v.....,,mm.n....,,,ior,mJ.mi.n»iam mn o,nm..:m„.,.,.,mm,,.vn.nn.mmnv..m v» .:n I INT'X NE STH PLACE HOQUTAM AVE. NE 192LF., 8" PVC SS 5=2.03% LIMITS OF 2".6RIND Q STA. 19+72.24, HOOUTAM AVENUE NE . AND OVERLAY TYPICAL) 27+00 32+414 . 23# ..:... 20 00. . . e J 972.24' 19+00 mm m..mu . rad vm rdu.. r - L .. - .. r - .- ....._._ ,. ....__. T - S 00'10'S6" W 1,317.65 EX FOG LWE 1 EX. WD 9D HOQUTAM AVENUE NE I I 8 WM m n r r N 8' SEPERATIONZ ( INT'X NE 4TH STREEf HOOU AM AVE. NE FROM NEW SEWER o STA. 10+00.00, HOQUTAM AVENUE NE EX. FOG LINE TQ-EX. STORM., .._ tiMiTS OF FRENEH- ;,— ..L.J r _ N z a s oeanor D ? e '' S_: i` - . .n . y sA2r.00 f 9 . .. v,i F I y p , INSTALL 6" SIDE SEWER ST A F UND MON IN CA a - soo PER STD. PLAN 406.1 I m m 4 X4 CONC. MON W 2 iYPICAL) Q-4r BRASS DISC & PUNCHMARK Q o N DOWN 0.45', 0.19' SOUTH N W 3 0.06' WEST OF CALC POS F, VISITED 10/13/16) N J, J6 Jt, rn t, ry` PJ O`l' 6 aJ-y F' P g0 O P J 'L k. Pp'L L QJ P.y' J\po,L O P,. O O O pG c, Y O ' Poti a k_ 0 Q QP c 5 G L GF' p0 +,r,pp cj tvG`' '. j , i ,% k vG` ;. ." m S 2 QP i ", E'. .,+ SF yF`,Q 4.J t ' Pi 12tta t tCtt o, 5 3^°qr , z R r,_w S NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT F i CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL i' , g h.. . r. ,; q 4" ° , y-ri., . r., .. a p (f p. 9W . y` . . Te'` `' f ^ m c U . 3 _ : . 1q A k . . a . r - Ex PROFILE . 4 _ . . . 460 CENTERLINE HOQUTAM AVE. NE 46. C. '`,.y , PROJEGT SITE w a[': ' a wra. r r x 3 i t a i[+6 1+C F4"i R.t t+i 30 8" W.Mc... - i ai , .. .. . .U EX. WDN- .._. _. ._. .... .`_ - . , r u n ti i - EX..12" SD NFAR PVC SS 5=2A3% t 5t: a ,a. dk 41.h St Y x i a : _..a Q :,. ..-.. i ...e .z._ r ... . 192LF., 8 450 F ' .. u 450 - . __. _ii ia. . . . . . . . . . . . . . . RSrnHass.00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IE=452.17, 6"(NW,NE)—IN EX. SSMH f IE=452.00. 8"(s)-ouT GR,qpH/CSCALE CTR CHANNEL). . . . . . . . . . . . HOQWER PROFILE NE. . . . . . . . . . . . . . . . .- . . . . . . . .. 0 10 20 40 IE=448.10, 8"(N)-IN t Q HORIZONTAI SCALE: 1"=20' NQT APP n 20+00 21+00 VERTICAL SCALE: 1"=5' J inch = 20 feef OFFE ENGINEERS y F, 559 HOQUTAM SEWER EXTENSION i/os/zon r. CI TY 0!=TUSCANY CONSTRUCTION,LLC 13932 SOUTHEAST 159TH PL A CE e ' - z' P E R E N T O N RENTON,WASHII IGTON 98058 WASTE WATER PLAN&PROFILE f i DATUM Planning/Building/Public Works oept. 559 HOQUTAM AVENUE NE PHONE:425-260-3412 o,F:^srERE°' CONTACT:DARRELL OFFE,P.E. sS ONAI ' N0. REVISION BY DATE APPR RENTON,WASHINGTON Z 11/09/2017 SANITARY SEWER NOTES AND SPECIFICATIONS 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition a vi.csEpuaiirsPaccu,zo• az,w. of the WSDOT/APWA Standards and Specifications, as approved and modified by e a.na.a za ine aeb,> K City of Renton in the Renton Stondard Plans & S ecifications. A set of approved plons nu ac<scc nc,au L_ .._.._..___.._.._ P au.;uwcm.u; I shall be kept on site at a!I times during construction. e g b! -'"-°" . 2. The hours of work in the street right of way shall be per City specifications on weekdays w,wc._mc g.rn unless otherwise approved in writing by the Planning/8uilding/Public Works Department. r..u N.nwronP+nho An approved traffic control plan must be obtained priar to beginning any work within X RE i g"`""""M°"`i , °`"°l « r w`°'n public right of way. X r TME 3. All locations of existing utilities shown are approximate and it shall be the contractor's x SewER ,g 4O"110 responsibllity to verify the true and correct location so as to avoid damage or X w,,"un,s,,,,o d i stu rba nce. x iu+r,ao n mw uu:onmue*a m.umz w O yiy p„o,om,,,,.,,a„•,„a-a,,,a 4. A pre-construction conference and a 24 hour notice shall be required prior to starting Z COVER BOTfOM VIEW j c sa.Pw.w.,.a sr.w.nax new construction. It shall be the contractor s responsibility to secure all necessary COVER&FRAME permits prror to starting construction. (Inspection will be accomplished by a PLANVIEW representative of the City of Renton.) It shall be the contractor's responsibility to notify W r_;F=====____ ,„E,,,,,a„,,,n,,,u the Public Works inspector 24 hours in advance of backfilling all construction. 635°,-, , n e-;oc.a c_.n,m '""""'""°"'''`"'"` 5. Contractor s solely responsible for the means, methods and sequences of construction I~ ais• '. I L5n" auanre`v'ni ia ond for the safety of workers ond others on the construction site. X 9in^' ' N, 6. It shatl be the responsibility of the controctor to obtain street use and any other related w lax•x•*h 1,,,,,,,,„ permits prior to any construction. ez>_'z ei g+o+..9.r,rF 7. Plans approved by the City of Renton, Public Works Department shall take precedence r.P j COVEii SECTION VIEW over al o er p ans. ers esc. 8. A copy of these approved plans must be on the job site whenever construction is in W EON BOITNG DETAII n"+.""_°'.a""`"°""c°"•:mo"`_e°r`'"°'E`°"'"`s n`m°°a,ft,°r°cau progress. e.m+arcic..-ar«.a„ra m-u9w smaxo-eur nc.s.i cwwwws awmo w.rno.eu m k). zbvz•oie crvc•c9mr.c N.-a*«K.,a cmmcwn,Ksaca-a.im.m,nwK.oe c 9. The contractor shall provide the City of Renton with an as-built drawing of the saniary 63m w„W, sewer system, which has been stamped and signed by a licensed professional engineer o.mcncnaw. mic.mw,..wKs ea.o.nEwK or licensed professional surveyor. n` °---- iv a 1.6i,,,;--- e• E,,,,,,,a,E rnw, ,uca,cc,wr.,»aFsvw..*..,..rnnco«oa-a,rsamEmwcm a 10. Backfill shall be placed equally on both sides af the pipe in layers with a loose average I " _._cz>..- n'.,, a w ec mu-Mum.depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe nsz., J , diameter on each side of the pipe or to the side of the trench. Materials to complete the Q a' 5.+"° fill over pipe shall be the same as described. 5/B'J'. 3]/9'O:P CL OPEN t;Mn M' r.s.; __ :sv.., GASKETGFi00VEDETAiL N a.*h 11. Open cut road crossings for utility trenches on existing traveled roadway shall be Jwacre 0.aoe,c v sna m, j" Q'"°_s s.art backfilled with crushed rock and mechanically compacted unless otherwise approved by 69+^1 xqpLWiK 3 i g ip r r 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and or eb m., y0'ES.. r«. ,,,,,, Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise FRAME SECTION VIEW i.n_covses sHn e x•.mc uo PEs E<s e approved by the City of Renton Public Works Department. Reference benchmark and aeecnn iaon wca<s.Hr,.va.a nc oa:ous..elevotions are noted on the plons. 2.US[RANE AFD COVLR FO?STORM(5?CCIFv R DFiIN"ONCOVER),SAkIiRRY;=_ce vv s*.axa,...a,..,o+F..a s n n. " m°`""`-"`"' 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the sewEa'),w w re(saecr-"wn e"). satisfaction of the Department for the prevention of on-site erosion after the completion STANOAROSIDESEWER STD^'w"1061 of construction. aumac ORKS PUBOC WORN$ INSTALLAiION 14. All pipe and appurtenances shail be laid on a properly prepared foundation in DEPAfiTY£VT ' MANNOLE PRAME AND COVER DEV NiMINf DECEYdER zooe SEWERMAINTOPROPERIYUNE) accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the atest edition of the WSDOT/APWA Standards and Speclfications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe wil be supported on a uniformly dense, unyielding base. Pipe bedding shall be HHa e:n.o co ce pea grave 6 inches above and below the pipe. s•s e sm.a,w 15. Sanitary sewer pipe shall be po yvinyl chloride (PVC) rubber gasketed ASTM D 3034, w(SEE No7E 7;- LiMiiS oF aiaE ZOrvE i2•Ax z` Noe s p SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. a o s a u o xqs>eo d•w. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches E0`-s D 5 above finished grade or must have minimum 2' diameter concrete ring poured at grade Q 11F.POCNET FftPM[ E E6EHlRIC) O.. Z•-•, d1AMETEF 2-0••. P P p.,,,,•,- i/ m,aaen wsu o+ar rs. In aved area, cover must slo e in oll directions to match powng. a 1 I BE DING MATERIAI FOR j ccoRou,cc wm.s u o-asa s z)ear soc.(u Nc o) SANI7ARY SEWER PIPCSI6'-11%I S STA4LcS5 s t SEE NOiE 5) O.D 0. PoPE xa'.vnnr I eiin mns-varoaooxuc sicrs i,/a' T OJNDA-ION LEVEL 6-I(2' uu.9E wauo[D 6 B'CLP55'B" SA O OR i: _l 7'M'. N. 10-1/3'qSPHALT EXPANGA6LE A 5J8' FOAM COxCREIE FIgF BY RPE 1K.. iZ_i'BEDDIN FOR SAMTARY SEWER PIPE R AP"R0''' a-12'(,Tv'; .oER-Nawaavncwe 911 LL 9E iT O1ED 10 4.VMIX£ 2-/4' BOL!ETAK w5'(1/!)9E!M YIx.P aE 92E-'E' 5'!--j A xnicc. T If A.y_ 1.PRONDE UN1fOpY SIRPORT LNDpt BNtFEL 1 CNLREh 41EtF 1-1/B"'. r T.HMO TNW UN ER HAUNp16 M EC/Si d/.SE 4CnW 3.COMPACT BEODINC YATERIAL TO 95S MAX.DENSITY EXCEPT DIRECILY i CASTtN S+ EF 4` OVER PoP[,HINO TAMP ONIr. 8' 13'' y 1.RPE I.vST LUl10N 91 LL 8E PEfl gCl10N]-OE OI 11E NOT TO SCA'E• 1/a' 1 STANOARO SPECIFlCATiMS B. .. .p. . CAS-IRON RING AN COVER r ppE yAhpiw AS SpE ry{m i PiPF I VE MATERIPL SHKL BE PEft SECPON 8-03.12f3)' E'yH e' -6'YN. 5 M 1a MIN. 21 I.D. V, 8 OF ME STNIDARO SPEGIFlCITIONS OR PEA piAKl 54"MH 5' '.B'MW. 5.5'MIN. 2'MIN. 2I"I.D. B.RPE 4UST BE.WWORm IN 9J01 A YANNER AS 10 EN41RE FLOW 60 '9 MM 6 MIN. 42 MIN. J0 I.D.i tINE IS M.VNT MED. tiffLi: 1RENd1 NOII SHALL BE PEP SELPON 1-09.4 Of ME t, SlEPS TO BE FO'PROP'!IENE SAFEP'S1F 5. ST NOARD SPECIFICAli0H5,f. SRPS<RE TO 8!''N ttACf 9EfCRE YIJWIX.E YCPONS aNE IHST4ID. 3. c snHc sN LL x xR sm.v:wn.m. S'(1/6)BENO 5. LL+MEENi1NEEC0IE,CNiYH RIN45,dRH:NS AN)C/S11NG SHALL BE GNW'fD 6. AO.JSNfNi 0!iHE GSTNG ro t DE SM LL BE CCWGU9 ED M 1M CWBINAnd!0 AD.,ISTMCML PoN4S,PMCYS ANO NqtTUt ggy BRiIXS 9 ALL 6E Si GCERm TO CRGI[A RUNxWG BONO OR 1/3 BON.q P"a L y`q y SUP ACES,i:CIU M G 01PXx_L NG, w c. CO iED 3/ED M NIG SOL1 5 UREIn[CO TyG:W SSFA MC-MOSNIEID alt i.e'Nq 6'QEIN-WT RINCS N10 C0£RS ON YMER 4 IX5 9UiLL E E lSt.pq0 x IPOI Mq116,N1C.Fq :: W l:LU-CM i'CCAIINC 5 41 9E nnllk. Me 3698(P1WUCt N0.WY9W3J OR nPPRO\EU EWI.L 0.£Aw WT SHN1 BE`M'W M.IIT 1 MBLx. B. ASKEiEO JqNiS A eF CONFONMANTH M1N ASIY C-N]. 9. MNEL NEIp1t SMALL BE MJM Oi J/ OG E iN9DE p YEtEP Cf iNE tMEST PIPE. t p+NECilOxS TO 4ANHOtE SIMLL BE M,WE V9n4 GPK A)MiOR.KCR-w-SK BW15 OR 2 iN UNWl+RU4E0 NiEAS.POIM A 1'-0'M..CN.]'-0'mUNE AGPROKD-W/J. COxCREIE.QASS J000,PID NIWM hE RWG MO CO`ER.t iH J4WFR0`.40 fiEAS,MNlNQES SNnLL E%1FND>MINIW4 Of 8'N1D A YIJ MUY 0 t3' Aa wis co ae.cc aa sr.Mi w.e z o..e a+a cs=aAcn.ra oe. IN COMPLIANCE WITH CIIY OF RENTON STANDARDS AE IN P vED ANEAS,CAVEP MUST SLDPE IH Id1 OPECTIIXIS i0 M T'N G NNG. 5T0.RAN-OS N.PGN-OD.I 3T0.Aµ'31 Vil&1C WORICS PIPE BEDDING OEPARTYENT aTAMD RD SAMITARY MANHOLE pP 8"OR 6"CLEANOUT otvatn nert FOR SANRARY SEWERS seP'tee man zou FON SANRANY SEWER MAIN NSTRUCT ON NpT APPR L. w••"••OF. TM 559 HOQUTAM SEWER EXTENSIONOFFEENGINEERSa'o CITY OF or:• i., TUSCANY CONSTRUCTION,LLC 13932 SOUTHEAST 159TH PLACE o..oFr.P.E. R E N TO N p R E NTON,WA S HING TO N 98 0 58 P z Q ; ' DAT U M WASTEWATER DETAILS&NOTES PHONE:425-260-3412 of?e c,S. Pia 9/e nd 9/P bi wa ks oePt. 559 HOQ U T A M A VE N U E N E CONTACT:DARRELL OFFE,P.E. SS ONAL ' N0. REVISION BY DATE APPR m SVECO"`RENTON,WASHINGTON 2 °`-2 10/18/2017 G 2370 TUSCANY CONSTRUCTION LLC 2370 TUSCANY CONSTRUCTION lLC bank. PO BOX 6127 19-10/1250 BELLEVUE,WA 98008 206J 14-6707 U N a O DATE CHECK NO. AMOUNT cs l//!(, /7 v r0 m PAY TO THE n ORDER OF:LI AUTHORIZED SIG 00 2370 i' : L 25000105: 153566 L61763'