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HomeMy WebLinkAboutVersion 2 of petition DocuSign Envelope ID:7502BF4A-881 B-4DCF-A003-0C7OFC071 E94 Bob Wenzl CIry OF ' NTON Tuscany Construction, LLC P.O. Box 6127 JUL 182019r1sar, Bellevue, Washington 98008 CITyCLERkvED rN►��, Office: 206-714-6707 S OFFICE 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 July 15, 2019 RE: NE 1st Street Wastewater Extension 5002 NE 1st Street/4918 NE 1st Street 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 new building permits for a new single-family residence located at 5002 NE 1st Street and 4918 NE 1st Street. The installation of this sewer system will be 156 linear feet of 8" sewer main, a new 48-inch manhole, and 4 each 6-inch sanitary side sewer stubs. The new wastewater 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 wastewater main are located along the south side of NE 1st Street between Hoquiam Avenue NE and the cul-de-sac to the west, shown on the attached vicinity map. The estimated construction cost for this improvement (as shown on sheet 2) is $91,012.00. Attached hereto are the estimated construction costs, the legal description of the lot at 5002 NE 1st Street property and 4918 NE 1st Street, and the other benefiting properties. Upon Administrative acceptance of this request, Tuscany Construction will submit the applicable processing fee. Sincerely, /—DocuSigned by. rbL 14' 19, (p"[, 7/17/2019 \.—1566587AF945498_. Bob Wenzl Tuscany Construction, LLC DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 Latecomer Application 5002 NE 1" Street/4918 NE 1"Street Tuscany Construction, LLC July 15, 2019 1. Developer Owned Property: a. Legal Description of 5002 NE 1st Street: Lot 28, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. King County tax Parcel Number: 692800-0280 b. Legal Description of 4918 NE 1st Street: Lot 29, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. King County tax Parcel Number: 692800-0290 2. Legal Description of benefiting properties: a. 4920 SE 2nd Street—King County Parcel#: 692800-0450 Lots 36 and 45, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. b. 5003 NE 1st Street—King County Parcel #: 692800-0370 Lot 37, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. 3. Vicinity map of Developer Owned property, benefiting properties, and location of improvements: 4. Estimated Construction Costs a. Site Improvement (from Diamond W Bid dated 06/01/2019): $76,412.00 b. Design Surveying and Engineering fees: $8,700.00 c. City permit application fee: $5,900.00 Total Construction Cost: $91,012.00 5. Set of Civil Engineering Plans for improvements under consideration for latecomer recovery See attached 6. Processing fee Since the latecomer's request is between $50,000 and $200,000, a processing fee of$2,000 is attached. DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 King County iMap ;12a �153 _ ' -"� 134 4923 i491 . 65401 6,5407 L T `5013 `125 r `114 6113 1( 5151 65157 1 I .108 4.07 806 i4412 i4 18* • _ 106 `49(Yi6 1E5a02 500� *11S I �'+� ( �ia2 jai-`- / __ 1 r 102 '� '` •iaa has U. 40s � �104 `ti 1111 65003. iai I r��` Jf X �- 901 f14 I �544 r 4P112 4.177 I, I _____,_.- f11: [ 420iii rw► '�� ! r'r a119.ii 11t� .,,t'` 04 1908 4 14 1 1� 1 -� 1 t►1a ,.. , .r4902„ q. 21ky r544 i Joioi th 2 • ll iliallMi rtz M. P9-01c;Sia."T i915 �4921 � 011 5y17 0 1 5027 W 0 13E ' VvEtz- a, *` 204 MA-1� t 1-i✓ 4 M 14E 511 SeW — _ 1116 King C6IIrfty'4 1� y start from avanetyof sources and Is subject tochange 1 {� (press or Implied,as to accuracy,completeness,timeliness. 3 Wry. }nJ ( t:. ir use as asurneyproduct.King County snail notbe liable N ll SEV j ,�.(j (tcludhg,but nol limited to,lost revenues or lost orals p.Any sale of this map or information on this map is King County DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 DIAMOND W. EXCAVATING LLC PO BOX 124 RAVENSDALE, WA 98051 253-201-4574 Bid 5002 -4918 Sewer line installation TUSCANY CONSTRUCTION BID DATE 06/01/2019 Quantity Rate Cost Mobilization 1 3500 connect to existing easterly manhole 1 4500 156 LF 8" sewer line 156 62 9672 SSMH #1 1 5500 4 Clean out castings and concrete 4 4000 6" Side sewers 120 52 6240 pavement marking 1000 grind and overlay street 18000 sholder repair 2000 adjust manhole cover 2 2000 traffic control 2000 saw cut 1000 asphalt patching 2000 crushed rock sewer ditch 6000 export spoils from ditch 6000 sewer flush,tv,test 1000 export asphalt 2000 Design Surveying and engineering 8700 city permit application fee 5900 91012 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-OC7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET � /II. Y cIT oyyf��PROJECT INFORMATION "'�� '� ento 1 Community & Economic Planning Division 11055 South Grady Way—6 th Floor ( Renton, WA 98057(425)430-7200 Development Date Prepared: 6/20/2019 Project Phase' F•' - ",OVAL vo,]_ Prepared by: '41.)' 3• • , ed Name: Darrell L.Offe,Jr. (all cost estimat- ••• . a e in. t 'amp and signature) PE Registration No: 27460 Q A ' r Firm Name: Offe Engineers, PLLC r.�. Firm Address: 13932 SE 159th Place ��t'�o.404f STE4�� wW ((�] Phone No. 425-260-3412 c9,S.`ONA�1,14C* 4 l / Email Address: darrell.offe@comcast.net Project Location and Description Project Owner Information Project Name: NE 1st Sewer Extension Project Owner: Tuscany Construction, LLC CED Plan#(LUA): N/A Phone: 206-714-6707 CED Permit#(U): C19001872 Address: P.O. Box 6127 Site Address: 5002 NE 1st Street Bellevue,WA 98008 Street Intersection: Ne 1st Street/Hoquiam Avenue NE Addt'l Project Owner: Additional Project Owner Parcel#(s): 692800-0280 Phone: Phone Abbreviated Legal Lot 28,Plat of Puget Colony Homes,recording number 6390948; Address: Address records of King County,Washington Description: City,State,Zip Clearing and Grading Utility Providers Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No: No Water Service Provided by: KC WATER DISTRICT 90 If Yes,Provide Forest Practice Permit#: N/A Sewer Service Provided by: CITY OF RENTON 'Select the current project status/phase from the following options; For Approval-Preliminary Data Enclosed,pending approval from the City; For Construction-Estimated Data Enclosed,Plans have been approved for contruction by the City; Protect Closeout-Final Costs and Quantities Enclosed for Project Close-out Submittal Unit Prices Updated:06/14/2016 Page 1 of 1 Version;04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Printed 6/20/2019 i DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL IFie CED Permit#:C19001872 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 1 35.50 Crushed surfacing 1 1/4"minus ESC-4 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-5 $ 9.00 ' CY Excavation-bulk ESC-6 -$ 2.00 CY Fence,silt ESC-7 SWDM 5.4.3.1 $ 1.50 LF 165 247.50 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 420 336.00 Interceptor Swale/Dike ESC-12 $ 1.00 LF Jute Mesh ESC-13 SWDM5.4.2.2 $ 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 5.4.2.3 $ 4.00 SY Rip Rap,machine placed;slopes ESC-21 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance,50'x15'x1' 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 SWDM5.4.5.1 $ 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 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 4 440.00 Water truck,dust control ESC-31 SWDM 5.4.7 L$ 140.00 HR Unit WRITE-IN-ITEMS Reference# Price Unit Quantity Cost Temp.Tree protection fencing $ 200.00 feet 7.5 1,500.00 - EROSION/SEDIMENT SUBTOTAL: 2,559.00 SALES TAX @ 10% 255.90 EROSION/SEDIMENT TOTAL: 2,814.90 (A) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION Il.a EROSION_CONTROL Printed 5/23/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS • mr„ CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (8) (C) (D) (E) Description No. Unit Price I Unit Quant. _ Cost Quant.I Cost Quant._ Cost Quant.I Cost GENERAL ITEMS Backfill&Compaction-embankment GI-1 $ 6.00 CY Backfill&Compaction-trench 61-2 $ 9.00 CY 240 2,160.00 Clear/Remove Brush,by hand(SY) GI-3 $ 1.00 SY Bollards-fixed GI-4 $ 240.74 Each 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 240 1,200.00 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 GI-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 1 850.00 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 4 480.00 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: 4,690.00 (8) (C) (D) (E) Unit Prices Updated:06/14/2016 Page 1 of 3 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION Il.b TRANSPORTATION Printed 6/20/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS afe CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description No. _ Unit Price I Unit Quant.I Cost Quant.I Cost Quant. Cost Quant.I Cost ROAD IMPROVEMENT/PAVEMENT/SURFACING AC Grinding,4'wide machine<1000sy RI-1 $ 30.00 SY 386 11,580.00 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 240 8,400.00 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 Curb and Gutter,demolition and disposal RI-9 $ 18.00 LF 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 44' 81.40 Sawcut,concrete,per 1"depth RI-13 $ 3.00 LF Sealant,asphalt RI-14 $ 2.00 LF 44 88.00 Shoulder,gravel,4"thick RI-15 $ 15.00 SY Sidewalk,4"thick RI-16 $ 38.00 SY Sidewalk,4"thick,demolition and disposal RI-17 $ 32.00 SY 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 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 386 6,948.00 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: 27,097.40 (8) (C) (D) (E) Unit Prices Updated:06/14/2016 Page 2 of 3 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION Il.b TRANSPORTATION Printed 6/20/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS N CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description No. _ Unit Price I Unit Quant. Cost Quant.I Cost Quant. Cost Quant. I 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: (8) (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: (B) (C) (D) (El 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 • SUBTOTAL WRITE-IN ITEMS: STREET AND SITE IMPROVEMENTS SUBTOTAL: 31,787.40 SALES TAX @ 10% 3,178.74 STREET AND SITE IMPROVEMENTS TOTAL: 34,966.14 (B) (C) (D) (E) Unit Prices Updated:06/14/2016 Page 3 of 3 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION Il.b TRANSPORTATION Printed 6/20/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (o) (E) Description I No. I Unit Price Unit Quant. I Cost Quant. I Cost Quant.I Cost Quant.1 Cost DRAINAGE(CPE=Corrugated Polyethylene Pipe,N12 or Equivalent)For Culvert prices Average of 4'cover was assumed.Assume perforated PVC is same price as solid pipe.) 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: (B) (c) (D) (El Unit Prices Updated:06/14/2016 Page 1 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES .• ,R 1 CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description I No. 1 Unit Price I Unit Quant.I Cost Quant. I Cost Quant.I Cost Quanta 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-S2 $ 16.00 LF Culvert,CPE Triple Wall,12" D-53 _ $ 24.00 LE 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: (B) Icl (D) lEl Unit Prices Updated:06/14/2016 Page 2 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES 2R CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (Cl (o) (E) Description I No. I Unit Price I Unit Quant. I Cost Quant. I Cost Quant. Cost Quant.I 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,Polypropylene,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: (B) (C) (D) (E) Unit Prices Updated:06/14/2016 Page 3 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES aR CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) Description No. Unit Price Unit Quant. Cost (ol IE) p � � � Quant. � Cost Quant. I Cost Quant.I Cost Specialty Drainage 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 Spillway 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) fD) (E) STORMWATER FACILITIES(Include Flow Control and Water Quality Facility Summary 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-il 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 SUBTOTAL STORMWATER FACILITIES: (B) (c) IoI (E) Unit Prices Updated:06/14/2016 Page 4 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-OC7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES atR CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (o) (E) Description I No. I Unit Price I Unit Quant.1 Cost Quant. I Cost Quant. I Cost Quant.I Cost WRITE-IN-ITEMS(INCLUDE ON-SITE BMPs) WI-1 WI-2 W I-3 WI-4 WI-5 WI-6 WI-7 WI-8 WI-9 WI-10 WI-11 WI-12 W I-13 W I-14 W I-15 SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: SALES TAX @ 10% DRAINAGE AND STORMWATER FACILITIES TOTAL: (B) (c) (o) (E) Unit Prices Updated:06/14/2016 Page 5 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER lipe CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (c) ID) (E) Description No. Unit Price Unit "Quant. Cost Connection to ExistingWatermain W 1 Quant. Cost ,Quant. Cost Quant. Cost $ 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: SALES TAX @ 10% WATER TOTAL: (B) (c) (D) (E) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Printed 4/3/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C70FC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER oR CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (o) (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 128 12,160.00 Sewer Pipe,PVC,8 inch Diameter SS-7 $ 105.00 LF 156 16,380.00 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 Manhole,54 Inch Diameter SS-13 $ 6,500.00 Each 1 6,500.00 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 Sewer Pipe,PVC, Inch Diameter SS-26 Lift Station(Entire System) SS-27 LS SANITARY SEWER SUBTOTAL: 35,040.00 4,000.00 SALES TAX @ 10% 3,504.00 400.00 SANITARY SEWER TOTAL: 38,544.00 4,400.00 IBl (c) (D) (E) Unit Prices Updated:06/14/2016 Page 1 of 1 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Printed 5/23/2019 DocuSign Envelope ID:7502BF4A-881B-4DCF-A003-0C7OFC071E94 SITE IMPROVEMENT BOND QUANTITY WORKSHEET CITY OF R BOND CALCULATIONS - -� """----- ` enton 0 Community&Economic Planning Division 11055 South Grady Way—6th Floor(Renton, WA 98057(425)430-7100 Development Date: 6/20/2019 Prepared by: Project Information Name: Darrell L.Offe,Jr. Project Name: NE 1st Sewer Extension PE Registration No: 27460 CED Plan#(LUA): N/A Firm Name: Offe Engineers,PLLC CED Permit#(U): C19001872 Firm Address: 13932 SE 159th Place Site Address: 5002 NE 1st Street Phone No. 425-260-3412 Parcel#(s): 692800-0280 Email Address: darrell.offe@comcast.net Project Phase: FOR APPROVAL CONSTRUCTION BOND AMOUNT.'" MAINTENANCE BOND r (prior to permit issuance) (after final acceptance of construction) Site Restoration/Erosion Sediment Control Subtotal (a) $ 2,814.90 Existing Right-of-Way Improvements Subtotal (b) $ 73,510.14 (b) $ 73,510.14 Future Public Improvements Subtotal (c) $ Stormwater&Drainage Facilities(Public&Private)Subtotal (d) $ - (d) $ Bond Reduction:Existing Right-of-Way Improvements (Quantity (e) $ Remaining)2 Bond Reduction:Storm water&Drainage Facilities (Quantity (f) Remaining)a Site Restoration P (a)x100% $ 2,814.90 Civil Construction Permit R $ 110,265.21 ((b x 150%)+(d x 100%)) Maintenance Bond ESTl $ 14,702.03 S ((b)+(c)+Id)I x 20% Bond Reduction z $ - (e)x 150%a(f)x 100% Construction Permit Bond Amount? T $ 113,080.11 (P+R-s) 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 BOND 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 Page 1 of 1 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION III.BOND WORKSHEET Printed 6/20/2019 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: I EXISTRW UTIUT•LOCATIONS SHOWN HEREON ARE APPROXIMATE T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT vERTICAL AND HORIZONTAL LOCAPON OF ALL IUCu� GSBTSMAEoT COMMENCING W, CONSTRUC1ONO REPRER ION I MADE TL EXISTIND unifnEs ARE HEREON THE ENGINEER HAT a • P'• , Fi. , ASSUMES NO RESPSHNUTYNFOR UTILITIES NOT SHOWN OR 9SS PER CITY STANDARDS �8 ON UTILITIES NOT SHOWN IN THEIR PROPER LOCATION y AN try CALL BEFORE YOU DIG:611 EV co {utk ,, e°, ' Gqm o ? a* cn 1 woe 0 • 0 m W STD.DWG /400.2 - S --- - F N RIM 38l 70 -}' S 122 Jt.98,J.29 Li S1O IE 381+0,8'(E)-OUT '4`t• a /// SgRxA 388 PUNCH IN BRASS D H W O ,)�381-56- (W)-IN9 : EMT55(BCTR CHANNEL) 1ST STREET Dow�ois M��s W �6 ryW°D� _.. _ _ NE 1 Hr90 _.. __.. o a'EAST of .. Y M� O I 35 (WZ_DH -_. _— --.- _ t, (VISRED 10 2018) pN�E As.- ��` .�H 1}1GC CALCULATED POSITION W \MONUMENT,INT%NE 1st STREET/ ' 8 55 A(ND IN/ERUY Z HOOUMM AVENUE NE Os _ ' STA.14582 54.NE 1st STREET SSREEI ": i oD 6 .._ MONUMENT NE 1.Si ----"—_ STA 10+00.00,NE 1st STREET — d / S1P"p�5 - m n w dI A NAIL I at51 g-I H'BAO MONUMENT DOWN 0.25'+/- , _ Gu0 e f� (VISITED 10/2018) $ u o 'o _� 8 - 3 v,a$ SAe� �! . ar ,. b p 4 a h `' 1Ll ; ,NWx 1 4 t r t , •NOTE CONTRACTOR/DEVELOPER TO OBTAIN PERMISSION V ' EANOUT FROM PROPERTY I OWNER A INSTALL THEN N INSTALL CL SHOWN. _, ° R 1 ' _. IF PERMISSION IS NOT GRANTED,THEN INSTALL CLEANOUT p WITHIN PUBLIC RIGHT-OF-WAY- 4 p� • T J I §X$ SRE NOTE: SIDE SEWERS TO BE 6'PER CITY g `-, STD. PLAN#406.1, WITH 6"CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 �` m 4 4 Renton — ,1 NOTE ALL TRENCH RESTORATION SHALL BE PER CURRENT "" cm(OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS .. M•i 390 MAINTAIN IM 34 39-385.3N - ' NE 1st O'CENTERLINE' 36"SM J3806-365.33 NE 1st STREET a SEWER;-380.86-]STJ2 J90 _______----_______ __ _- I TYPICAL 380 ... 156LF 8'PVC VC e5=o.soz GRAPHICSCALE IN COMPLIANCE WITH CITY OF RENTON STANDARDS M 1 4" 0 IS 30 60 4Do2 E 55MH I `� R iE 381. , NE 1ST STREET x 4 IM=3881$ 0 8'(E)-OUT SEWER PROFILE IE-3e0.25(cTH CHANNEL) 10+00 IE=381 50,8'W-IN I1+00 12500 IE5380.35,8'(W)-IN I Inch =JO/!!1 HORIZONTAL SCALE:1'=30' OFFEENGINEERS VERTICAL SCALE,'=5' OEme -t� B __ �E PL �e ,M o.0 'a':P "�`-"�'�'•' NE 1st STREET SEWER EXTENSION Ds z3 zw9 13932 SOUTHEAST 159M PLACE 1J CITY OF / / RENTON.WASHINGTON 9B058 � , � E. 'FE RENTON TUSCANY CONSTRUCTION,LLC PHONE:425-260-3412 19...t PMo a" REVISED PER CRY COMMENTS DATED 05072019 DLO os PIo WASTE WATER PLAN E PROFILE ODN'TACI`.DARRBU OPPE,P.E. - IH,,TiL�"L' f '^'"' I I�I o„9N9/.2,5R9/PuBFic Woks Dept 5002 NE 1st STREET _ .r os/v/zo19 No. REVISION BY DATE ARPR .•» RENTON,WASHINGTON +J S-406101 p SANITARY SEWER NOTES AND SPECIFICATIONS V • 1.All work and work material shall be in conformance with the standards and specifications � • „w„•, Planning/Building/PublicW k Department d the!latest edition N I of the City of Renton n d u¢ .,te _..w_. of the WSDOT/APW Standardsand Specifications, approved and modified by the �� '-� . City of Renton theRenton Standard g tr Specifications.A t r approved plans / f— ---� shall b kept t t all t' duringconstruction. *i, 2y w�.s '�wwaw #11 t� �� p�w rdistuesponsibility[ ill'the true and correct location so as to avoid damage or CdVW BOITpI NEW w.r,. 4.A pre-construction conference and a ac sou notice shall De etl poor to starting .0011 LAl14VRW� i n construction.It shall be the contractor's responsibility to secure all necessary new permits or to starting construction. byZ to pri c c s hours.(Inspection will c accomplished ru a ns V W "T�f"—' w.s u.a. .. representative of the City of Renton.)It shall be the contractor's responsibility to notify j( r-"-"-ny:n" r� wr es.www. .w.w,.s wy r. the Public Works inspector 24 hauls in advance of Dackfillin all construction. 94 rI wu�_J_ye..0 wnr.vuaW4 5.Contractor is solely responsible for the means,methods and sequences of construction hers on he W 1'- waT l.�'�'�- �vmm. ry 6.It shall be the the frea ofty workers of and ctontractor tta obtainconstruction street suse antl any other related - permits prier to any construction. WW WYBAEKTIOW NM9,Plans approved by the City of Renton,Public Works Department shall take precedence r\. over all other plane. EON BOLTING DETAIL 8.progress. rocopyres of these approved plans must be on the job site whenever construction is in ., .^.®= ywo sin^+s w.�,.a�.avr s+u 9.The contractor system,which has provide the stamped and Renton with bane licensed drawing f tIM1 sanitary 1I-- o�I'c< d P f yengineer Ws'�I I-r,/w r '; c�,�"' gyms` "-----ww— 10.Backfll h 11 pe q Y an e, pipe in layers with 1 7 ) 1 W a II both ease or the I depth f 6 h depth of 8 inches,thoroughly tamping h toyer 1 95 average I ). m'O,r percent of density These compacted layers must extend forpipe ` jIf MOW a1C0Vl DETAR �w f ..1. � ill diameterr pipe shall De the the pipe descri or to side of the french.Materiels to complete the w.a �`w' "`ter �i� 11.Open cut road rossings for utility a trenches on oexisting traveled roadway shall be y I rI w. backfilletl with crushed rock and mechanically c mpocted unless ethmeise approved b �' 12.Datum for Vertical Control shall be North American Vertical Datum 1988 Meters,antl for MYI BBCNOM MEN ,raw.w•w. Henzental Control shall be North American Datum t /1991 Meter unless otherwisesnwl xi .s '2.a m s..mm approved by the City or Renton Public Works Departmen ent.Reference benchmark and ¢sew-,.wwm lw.av le,5°s"Y`erl u.. r,...,�..a....Ir.'''......ei., 'e mg1'"^s^""a,, elevations are noted on the pions. 13.All disturbed areas shall be seeded and mulched or Or-site Mobilized to the RAeIGWOMOf SEWN wM-.ks satisfaction of rthe Department for the prevention of on-site erosion after the completion uarsm¢vr ssANnu eWAMRreews r-- ® nwur of construction, n aNwreeW �w a property prepared foundation in ILWARIRN wigwam I E 14.accordance with thextandardsa and specifications of Me City of Renton Planning/Building/Public Works Department and the lotest edition of the WSDOT/APWA Standards and Specifications.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 will be supported on a uniformly dense.unyielding base.Pipe bedding shall be pea gravel 6 inches above and below the pipe. •(SEE molt y) PEL 2pIL -s¢ssww•�w4r,r r:a alwil 15,Sanitary a pipe shall be polyvinyl chloride(PVC)rubber gasketed ASTM D 3034, _ oars re k SON 35,or duct le ironclass SO,unless otherwise approved by the Wastewater Utility. _\ .auf.. i. / awx Rn swl 16.In unimproved areas anhok to extend minimum6 inches and maximum 12 inches ��00 _ s/"'"�+ rew /� 1'a A above finished grade o must have minimum 2 dameler concrete ring poured at grade �� ('y�'°� xis urs 1___ tl T roR � .®e.v w.ye,o-w In paved area.cover must sea n allnarections to match paving. Oa ) \r r=� (SEE rlaER n /• ,,; PIPE ! r e..w .-/r ` T rew, ION LL.e. ;. ,m. y ,,,,,�.a,.e e.e WV 1-"�'1'-,/r ,e•w4 emowe rnRsuu*Mn uxER ME y J Sou.,rr 1F .'*I 'TrAlok"rj r •ra aloe,a¢hurt enmclikSj awrw srnr. rear loan rwa Ne raves e+' ..,, ',„, '- r.11, mr¢ 'K wT�awA It "`,a` ww..,, ..„¢ N a.,wnaw 15ael'--90- 1. .0A sae srwowm wrorama ▪ m •w in • wsliriYles .aew.a..rw,m.t. • ,zm•zr. • • 1a Lne�O1'+NesMA�wU's�l u,u was //�� 4I� ,�sa� �qT i r ▪ �ro m�m r,� E•, IN COMPLIANCE WITH CITY OF RENTON STANDARDS y� a"w':e.rr r4*rawNn ..._ (\RI�I ».n n a teoo d �V.Jm. .reamaom lam.rasa =1._. ��J// � yyy�WN aR SANl1ARYSFWEAa •�_+/e.L Lr dp ��`"" O OFFS ENGINEERS .,-. NE 1st STREET SEWER EXTENSION CITY OF 13g32 SOUTHEAST tsslttPucs z_?' D. NM Pt. O RENTON TUSCANY CONSTRUCTION,LLC /2J/2o19 RENTON,WASHINGTON 90058 -'•',� WASTEWATER DETAILS&NOTES PHONE 425-260-3412 YF orssEs/:°i l I REVISED PER Cr,COMMENTS DATED 05072019 DLO 052319 I w v I CO Plennln9/Buildlnq/Public Works Dept 5002 NE 1st STREET I CONTACT:DARRELL OFPFS P.H. 'Nlt50 Lk OS/23/2019 No. REVISION BE DATE APPR .... RENTON,WASHINGTON r2 .3 S-406102 Z. ,.a T IT ,staA4 r "I CV co W -�}e.' „ Q — 1-1--if- .ate • LIJ w. w. MR Ile ® mm., r °+VewN.W.N. —, A._ .4,7 w,,, .........m,a9 as war .�R :4, 7. `: ,.'_.wo�.._�. kW=ONO / \ —4.—:r"I':—" / ...:r.r.,:trA.,•:-....,.•::::- r; ....a.a �/r 9965 _ __ _. .._.F.a.... ate: O: = °.. �L�/�- -� .� IN COMPLIANCE WITH CITY OF RENTON STANDARDS ® >nn.Wr .M.�f..9.r. ' ®�M,,.n ,.. 1Y p'lV p le kr"°'• wut"'" AMMO OFFE ENGINEERS Op OE OE a �P _ -� - CITY OF NE 1st STREET SEWER EXTENSION 05/23/2019 139329OD1HEASI 159111 Puce �fu k9 TUSCANY CONSTRUCTION,LLC RENTON,WABHllVE;i'pN 9BOSB WASTEWATER DETAILS&NOTES 5002 NE 1st STREET PHONE:425-260-3412 Rp� F�.. I REVISED PER CITY COIBAENIS WIED O50)2019 DEO 0l3319 I . r. I ' • Planning/Builw /Puooc Warts.Dept. CONTACT:DARRELL OPFG P. 'rsiUM i�"�05/23/2019 N0. REVISION BY DATE APPR +rs "'i' ` RENTON,WASHINGTON S-406103