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Home My WebLink About5002 NE 1st Street Wastewater Extension CITY OF RENTON Bob Wenzl , Tuscany Construction, LLC J U N 0 7 2019 id P.O. Box 6127 RECEIVED Bellevue, Washington 98008 CITY CLERK'S OFFICE Office: 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: NE ist Street Wastewater Extension 5002 NE tst Street, Renton, Washington 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 5002 NE 1st Street. The installation of this system will be 156 linear feet of 8" sewer main, a new 54-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 system 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 and north sides of NE 15t Street between Hoquiam Avenue NE and the dead-end cul- de-sac at the west end of NE 15t Street, shown on the attached vicinity map. The estimated construction cost for this improvement is $86,085.10. Attached hereto are the estimated construction costs, the legal description of the 5002 NE 1st Street property, and the other benefiting properties. Upon Administrative acceptance of this Request, Tuscany Construction will submit the applicable processing fee. Sincerely, / Bob V,V I Tus y Construction C Latecomer Application 5002 NE 15t Street Tuscany Construction, LLC May 23, 2019 1. 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 2. Legal Description of benefiting properties: a. 4918 NE 1st Street— King County tax parcel number: 692800-0290 Lot 29, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. b. 4920 SE 2nd Street— King County tax parcel number: 692800-0450 Lots 36 and 45, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. c. 5003 NE 1st Street—king County tax parcel number: 692800-0370 Lot 37, Plat of Puget Colony Homes, Recording number 196808136390948; Records of King County, State of Washington. 3. Vicinity map of Applicant property, benefiting properties, and location of improvements: 4. Estimated Construction Costs a. Site Improvement Bond Quantity Worksheet: $71,485.10 b. Design surveying and civil engineering fess: $8,700.00 c. City permit application fee: $5,900.00 Total Construction Cost: $86,085.10 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 King County iMap �12 0 *15 3 L_- f j 410 •4911j `�4 17 923 `5001 `5007 i5013 •125 i i I `114 6113 - `51 t `S 15 1 � I 6108 4.07 80 b �4812 �4818 ! li1 - 1 0 t ii906 r 02 5008 115 1 r 41i. r ` ♦ `102 •101 102 $ IL .2, 1006 _ _ `'.\ 05 U. 4t0s I _ -�--� I 4104 ppok `11 fc 14 �901 i `500ii ' 00�9 • `101 1 1 x7� ` i�i 1 `112 i / 4t 2011" [t / `i' 119 `118 `r _,.._....<1 6204 0908 64914 /920 2 25 �4902, SE 2ncr �so1a; �se1 can ,::' 612 lib > f 31 EFA4130 "T S E 2n 1915 492 �011 501�' 0 1 j 0 ,SEW vklEPZ y9 4 204 6p(13 6, aial4 NtAM bit SeV;eR,YL, il ) t King-Ga�nly f t y staff lion,avariety of sources and is subject to change ....... T.)E. IN Co S' PE- (press ar I sur ey product.King Cousin i shall not be I able, N ruseaaeaury ry Ilil ,__/� p Anhs,but not limited to,lost revenues or lost profits �\ C7(`�"rA-1{��„ p.Arrysaleofihismepor Information on this map s N King County SITE IMPROVEMENT BOND QUANTITY WORKSHEET CITY OF L„v ,,, PROJECT INFORMATION enton -M.,.i,t. Community & Economic Planning Division 11055 South Grady Way—6th Floor ( Renton, WA 98057(425)430-7200 Development Date Prepared: 5/23/2019 Project Phase 1 try••OVAL Z. •. • — Prepared by: i,-tR�•'Y1,• : . ired Name: Darrell L.Offe,Jr. (all cost estim.,;. 't. •,v: ., ig .t 0_ s a.•• and signature) PE Registration No: 27460 .A .4S, ' O As1 Firm Name: Offe Engineers, PLLC d��/ Firm Address: 13932 SE 159th Place O� 4. 2 ii , + ''''II // Phone No. 425-260-3412 4S •'�IA4;��C3 # 0i, Email Address: darrell.offe@comcast.net 4'rlr v J f Project Location and Description Project Owner Information Project Name: NE 1st Sewer Extension Project Owner: Tuscany Construction, LLC CED Plan#(LUA): ##-###### 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; Project 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 5/23/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL + • -I, CED Permit#:C19001872 fi ry T° 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 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 5.4.2.3 $ 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'xl' 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 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 $ 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS • CED Permit#:C19001872 �`� T c Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description I No. I Unit Price [ Unit Quant. I Cost Quant. Cost -Quant._ Cost Quant. I Cost GENERAL ITEMS Backfill&Compaction-embankment GI-1 $ 6.00 CY Backfill&Compaction-trench GI-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 (B) (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 5/23/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS q: CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description I No. I Unit Price I Unit Quant.I Cost Quant.1 Cost Quant._ Cost Quant. 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 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: 18,697.40 (B) (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 5/23/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS AR CED Permit#:C19001872 Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) - (D) (E) Description I No. I Unit Price 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: (B) (C) (D) (El 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: 23,387.40 SALES TAX @ 10% 2,338.74 STREET AND SITE IMPROVEMENTS TOTAL: 25,726.14 (B) (C) (o) (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 5/23/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET 01 V oA, FOR DRAINAGE AND STORMWATER FACILITIES + `' ' + CED Permit#:######## 'c'F T o.' Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) _ LD) (E) Description I No. I Unit Price I Unit Quant. Cost Quant. I Cost Quant.I Cost Quant. I 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) (E) 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES lib 4) CED Permit#:######## N ' Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (D) (E) Description I No. I Unit Price I Unit Quant. I Cost Quant.I Cost Quant. I Cost Quant. I 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 LE SUBTOTAL THIS PAGE: (B) (C) (D) (E) 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET 41110.0 1Y o,. FOR DRAINAGE AND STORMWATER FACILITIES + CED Permit#:######## � o�' Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) Iel IC) LD) (E) Description I No. I Unit Price I Unit Quant.I Cost Quant.I Cost Quant.l 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 Il.c DRAINAGE Printed 4/3/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET AANTY o FOR DRAINAGE AND STORMWATER FACILITIES + CED Permit#:######## ��N T of Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) _ LD) (El Description I No. Unit Price I Unit Quant.I Cost -Quant. I Cost Quant.1 Cost Quant. 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: 113L (C) (D) (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-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 SUBTOTAL STORMWATER FACILITIES: (B) (CI (D) (E) Unit Prices Updated:06/14/2016 Page 4 of 5 Version:04/26/2017 Ref 8-H Bond Quantity Worksheet SECTION Il.c DRAINAGE Printed 4/3/2019 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) _ (D) (E) Description I No. Unit Price I Unit Quant. I Cost Quant. Cost Quant. I Cost Quant.I Cost WRITE-IN-ITEMS(INCLUDE ON-SITE BMPs) WI-1 - WI-2 WI-3 WI-4 WI-5 WI-6 WI-7 WI-8 WI-9 WI-10 WI-11 WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS: DRAINAGE AND STORM WATER FACILITIES SUBTOTAL: SALES TAX @ 10% DRAINAGE AND STORMWATER FACILITIES TOTAL: (B) (C) (D) (El 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER CED Permit#:######## Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (B) (C) (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: 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 Il.d WATER Printed 4/3/2019 SITE IMPROVEMENT BOND QUANTITY WORKSHEET G\1 Y o . FOR SANITARY SEWER + + CED Permit#:C19001872 ��^�T�'� Existing Future Public Private Quantity Remaining Right-of-Way Improvements Improvements (Bond Reduction) (8) (C) (D) (E) Description No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Quant. Cost Clean Outs kSS-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 (B) (C) (D) IEI 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 SITE IMPROVEMENT BOND QUANTITY WORKSHEET CITY OF R BOND CALCULATIONS enton 0 Community& Economic Planning Division 11055 South Grady Way—6 th Floor)Renton, WA 98057(425)430-7200 Development Date: 5/23/2019 Prepared by: Project Information Name: Darrell L.Offe,Jr. Project Name: NE 1st Sewer Extension PE Registration No: 27460 CED Plan#(LUA): ##-###### 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#(5): 692800-0280 Email Address: darrell.offe@comcast.net Project Phase: FOR APPROVAL CONSTRUCTION BOND AMOUNT / MAINTENANCE BOND i (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) $ 64,270.14 (b) $ 64,270.14 Future Public Improvements Subtotal (c) $ Stormwater&Drainage Facilities(Public&Private) Subtotal (d) $ - (d) $ Bond Reduction:Existing Right-of-Way Improvements (Quantity Remaining)' (e) $ Bond Reduction:Storm water&Drainage Facilities (Quantity (f) $ Remaining)2 Site Restoration P $ 2,814.90 (al x 100% Civil Construction Permit R $ 96,405.21 (lb x 150%)+(d x 100%)) Maintenance Bond EST' $ 12,854.03 Ilbl+(c)+(d)l•20% Bond Reduction 2 (e)x 150%+(f)x 100% Construction Permit Bond Amount 3 T $ 99,220.11 (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. 2 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. 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PO BOX 6127 19-10/1250 BELLEVUE,WA 98008 206-714-6707 T� >f U�j l DATE CHECK NO. AMOUNT ° p_,OOL(/ v PAY TO THE 13 ORDER x./,.,,,,,,c,„;7/,,OF 8 e...e -...4/ ,),, AUTHORIZED SI TURE 11'004 110911' I: L 2 5000 LO 5I: L 5 3 5640 7 L06 30i' �Y CITY OF RENTON Receipt " " 2375 *fit, o� City Clerk Divisionez p 1055 South Grady Way i, r�� Renton,WA 98057 Date 4 425-430-6510 11 III OCash ❑ Copy Fee ❑ Notary Service Check No. i(O'9 ❑ Appeal Fee i' La.frar„e,r- / Description: r::. a -?-t-t".,vi,tsl.r- ec ` AA-- i 9 ilji_,, n,cf_Fr./ 'i4 t-0 . Funds Received From: Amount $ 2.000-14 Name � [. b la:,ks ' Address „r�y.5ca CCrys ,- �-u,n- City/Zip - -o�J iA Ci� � t;tl. - ,te- City Staff Signature i I