HomeMy WebLinkAbout06-08-20 Council Workshop
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CALL TO ORDER
Mayor Barb Tolbert
PLEDGE OF ALLEGIANCE
ROLL CALL
Mayor Barb Tolbert – Wendy
APPROVAL OF THE AGENDA
Mayor Pro Tem Jesica Stickles
INTRODUCTION OF SPECIAL GUESTS AND PRESENTATIONS
SmartCAP Project Overview with Tim Shoultz, CEO
Introduced by Mayor Barb Tolbert
WORKSHOP ITEMS – NO FINAL ACTION WILL BE TAKEN
1. Termination of Interlocal Agreement with Snohomish County for ATTACHMENT A
Twin Rivers Park Maintenance
Staff Presentation: James Trefry
Council Liaison: Marilyn Oertle
2. Bid Award for 2020 Utility and Pavement Preservation ATTACHMENT B
Staff Presentation: Jim Kelly
Council Liaison: Debora Nelson
3. Conveyance of Real Property for Right-of-Way Purposes ATTACHMENT C
Related to the Villas at Arlington Project
Staff Presentation: Marc Hayes
Council Liaison: Mayor Pro Tem Jesica Stickles
ADMINISTRATOR & STAFF REPORTS
MAYOR’S REPORT
Arlington City Council Workshop
Monday, June 8, 2020 at 7:00 pm
City Council Chambers – 110 E Third Street
SPECIAL ACCOMMODATIONS: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the
ADA coordinator at (360) 403-3441 or 711 (TDD only) prior to the meeting date if special accommodations are required.
COMMENTS FROM COUNCILMEMBERS/COUNCILMEMBER REPORTS
PUBLIC COMMENT
For members of the public who wish to speak to the Council. Please limit your remarks to three minutes.
REVIEW OF CONSENT AGENDA ITEMS FOR NEXT MEETING
EXECUTIVE SESSION
RECONVENE
ADJOURNMENT
Mayor Pro Tem Jesica Stickles / Mayor Barb Tolbert
City of Arlington Council Agenda Bill Item: WS #1 Attachment A
of Arlington maintenance personnel to properly maintain the park, per Section 15.2 of the Interlocal Agreement. City of Arlington Parks, Arts and Recreation Commission (PARC) recommends that the City terminate the
City of Arlington Council Agenda Bill Item: WS #2 Attachment B
COUNCIL MEETING DATE: June 8, 2020 SUBJECT: Bid Award for the 2020 Utility Improvement and Pavement Preservation (UPP) Project ATTACHMENTS: Certified Bid Tabulation, Protest Letter and Resolution DEPARTMENT OF ORIGIN Public Works; Jim Kelly, Director 360-403-3505 EXPENDITURES REQUESTED: $ 2,497,643.04 BUDGET CATEGORY: TDB and Water/Sewer/Storm CIP Funds BUDGETED AMOUNT: $3,226,500 total budgeted 2020 all funds LEGAL REVIEW: DESCRIPTION: Review of bid tabulation for the 2020 Utility Improvement and Pavement Preservation Project. HISTORY: The City has planned capital improvement projects for the years 2018 – 2021 that include the replacement of aged and failing water-sewer-storm infrastructure and the resurfacing of roads in the same streets where utility improvements occur. The roads that get resurfaced are the ones listed in the TBD Pavement Preservation Plan. The capital improvements and pavement preservation program for year 2020 were advertised for bid in st
2020 Utility Improvement and Pavement Preservation Project to JB Asphalt & Paving in the amount of
Item
No.
DESCRIPTION
WSDOT
Standard
Item No.
WSDOT
Spec Ref
Sect.
Approx.
Quantity Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
Bid Schedule A: Utility Improvements
A‐1 MOBILIZATION / DEMOBILIZATION (8%) 1‐09.7 1 LS 104,300.00$ 104,300.00$ 67,000.00$ 67,000.00$ 95,000.00$ 95,000.00$ 74,400.00$ 74,400.00$ 116,000.00$ 116,000.00$ 113,000.00$ 113,000.00$ 110,000.00$ 110,000.00$
A‐2 SPCC PLAN 1‐07.15(1) 1 LS 2,000.00$ 2,000.00$ 1,100.00$ 1,100.00$ 900.00$ 900.00$ 500.00$ 500.00$ 300.00$ 300.00$ 2,100.00$ 2,100.00$ 1,000.00$ 1,000.00$
A‐3 TEMPORARY TRAFFIC CONTROL 1‐10, SP 1 LS 65,000.00$ 65,000.00$ 65,100.00$ 65,100.00$ 88,000.00$ 88,000.00$ 100,400.00$ 100,400.00$ 55,000.00$ 55,000.00$ 110,000.00$ 110,000.00$ 100,000.00$ 100,000.00$
A‐4 SHORING OR EXTRA EXCAVATION CLASS A 2‐09.5 1 LS 6,000.00$ 6,000.00$ 1,100.00$ 1,100.00$ 3,000.00$ 3,000.00$ 5,000.00$ 5,000.00$ 2,875.00$ 2,875.00$ 15,000.00$ 15,000.00$ 2,500.00$ 2,500.00$
A‐5 EROSION CONTROL AND WATER POLLUTION CONTROL 8‐01.5, SP 1 LS 18,000.00$ 18,000.00$ 2,500.00$ 2,500.00$ 8,000.00$ 8,000.00$ 14,500.00$ 14,500.00$ 17,000.00$ 17,000.00$ 30,000.00$ 30,000.00$ 9,000.00$ 9,000.00$
A‐6 REMOVING HYDRANT 2‐02.5, SP 6 EA 1,150.00$ 6,900.00$ 600.00$ 3,600.00$ 1,000.00$ 6,000.00$ 500.00$ 3,000.00$ 1,150.00$ 6,900.00$ 900.00$ 5,400.00$ 800.00$ 4,800.00$
A‐7 REMOVING WATER METER 2‐02.5, SP 99 EA 160.00$ 15,840.00$ 80.00$ 7,920.00$ 115.00$ 11,385.00$ 150.00$ 14,850.00$ 450.00$ 44,550.00$ 260.00$ 25,740.00$ 80.00$ 7,920.00$
A‐8 DUCTILE IRON PIPE FOR WATER MAIN 6" DIAM. 7‐09.5, SP 20 LF 105.00$ 2,100.00$ 115.00$ 2,300.00$ 110.00$ 2,200.00$ 266.00$ 5,320.00$ 107.00$ 2,140.00$ 220.00$ 4,400.00$ 65.00$ 1,300.00$
A‐9 DUCTILE IRON PIPE FOR WATER MAIN 8" DIAM. 7‐09.5, SP 2,670 LF 95.00$ 253,650.00$ 115.00$ 307,050.00$ 76.00$ 202,920.00$ 100.00$ 267,000.00$ 81.30$ 217,071.00$ 115.00$ 307,050.00$ 120.00$ 320,400.00$
A‐10 DUCTILE IRON PIPE FOR WATER MAIN 12" DIAM. 7‐09.5, SP 2,250 LF 165.00$ 371,250.00$ 145.00$ 326,250.00$ 110.00$ 247,500.00$ 121.00$ 272,250.00$ 101.60$ 228,600.00$ 160.00$ 360,000.00$ 144.00$ 324,000.00$
A‐11 CONNECTION TO EXISTING WATER MAIN 7‐09.5, SP 12 EA 4,000.00$ 48,000.00$ 3,800.00$ 45,600.00$ 3,000.00$ 36,000.00$ 1,500.00$ 18,000.00$ 3,100.00$ 37,200.00$ 800.00$ 9,600.00$ 2,250.00$ 27,000.00$
A‐12 REUSE OF NATIVE BACKFILL 7‐09.5, SP 4,940 LF ‐$ (8.00)$ (39,520.00)$ (7.00)$ (34,580.00)$ (6.50)$ (32,110.00)$ (14.75)$ (72,865.00)$ (7.00)$ (34,580.00)$ 14.00$ 69,160.00$
A‐13 GATE VALVE 8" 7‐12.5 13 EA 1,500.00$ 19,500.00$ 1,450.00$ 18,850.00$ 1,500.00$ 19,500.00$ 1,600.00$ 20,800.00$ 1,500.00$ 19,500.00$ 2,000.00$ 26,000.00$ 2,000.00$ 26,000.00$
A‐14 GATE VALVE 12" 7‐12.5 10 EA 2,300.00$ 23,000.00$ 2,550.00$ 25,500.00$ 2,600.00$ 26,000.00$ 2,850.00$ 28,500.00$ 2,500.00$ 25,000.00$ 3,200.00$ 32,000.00$ 3,000.00$ 30,000.00$
A‐15 HYDRANT ASSEMBLY 7‐14.5 SP 6 EA 5,500.00$ 33,000.00$ 6,350.00$ 38,100.00$ 6,500.00$ 39,000.00$ 5,600.00$ 33,600.00$ 6,325.00$ 37,950.00$ 6,900.00$ 41,400.00$ 6,500.00$ 39,000.00$
A‐16 2 IN. BLOWOFF ASSEMBLY 7‐12.5 SP 3 EA 3,800.00$ 11,400.00$ 4,100.00$ 12,300.00$ 4,000.00$ 12,000.00$ 4,000.00$ 12,000.00$ 3,750.00$ 11,250.00$ 3,400.00$ 10,200.00$ 5,000.00$ 15,000.00$
A‐17 SERVICE CONNECTION 5/8 IN.DIAM. (LONG SIDE) 7‐15.5, SP 39 EA 2,500.00$ 97,500.00$ 1,650.00$ 64,350.00$ 1,700.00$ 66,300.00$ 2,300.00$ 89,700.00$ 2,000.00$ 78,000.00$ 1,000.00$ 39,000.00$ 2,300.00$ 89,700.00$
A‐18 SERVICE CONNECTION 5/8 IN.DIAM. (SHORT SIDE) 7‐15.5, SP 58 EA 2,000.00$ 116,000.00$ 1,650.00$ 95,700.00$ 1,700.00$ 98,600.00$ 1,400.00$ 81,200.00$ 1,900.00$ 110,200.00$ 1,000.00$ 58,000.00$ 1,800.00$ 104,400.00$
A‐19 SERVICE CONNECTION 2 IN. DIAM (LONG SIDE) 7‐15.5, SP 1 EA 2,650.00$ 2,650.00$ 5,000.00$ 5,000.00$ 3,700.00$ 3,700.00$ 5,600.00$ 5,600.00$ 5,000.00$ 5,000.00$ 4,100.00$ 4,100.00$ 5,000.00$ 5,000.00$
A‐20 SERVICE CONNECTION 2 IN. DIAM (SHORT SIDE) 7‐15.5, SP 1 EA 2,150.00$ 2,150.00$ 5,000.00$ 5,000.00$ 3,500.00$ 3,500.00$ 5,600.00$ 5,600.00$ 4,700.00$ 4,700.00$ 4,100.00$ 4,100.00$ 5,000.00$ 5,000.00$
A‐21 1 IN. HDPE WATER SERVICE PIPE 7‐15.5, SP 50 LF 40.00$ 2,000.00$ 12.00$ 600.00$ 4.00$ 200.00$ 175.00$ 8,750.00$ 178.00$ 8,900.00$ 40.00$ 2,000.00$ 20.00$ 1,000.00$
A‐22 CEMENT CONC. DRIVEWAY ENTRANCE TYPE RES. 8‐06.5, SP 50 SY 225.00$ 11,250.00$ 170.00$ 8,500.00$ 145.00$ 7,250.00$ 110.00$ 5,500.00$ 165.00$ 8,250.00$ 120.00$ 6,000.00$ 80.00$ 4,000.00$
A‐23 HMA FOR PAVEMENT REPAIR CL. 1/2 IN. PG64‐22 ‐‐ 8‐06.5 600 TON 150.00$ 90,000.00$ 100.00$ 60,000.00$ 74.00$ 44,400.00$ 212.00$ 127,200.00$ 180.00$ 108,000.00$ 150.00$ 90,000.00$ 139.00$ 83,400.00$
A‐24 REMOVING ASPHALT CONC. PAVEMENT ‐‐ 2‐02.5, SP 2,760 SY 15.00$ 41,400.00$ 12.00$ 33,120.00$ 9.50$ 26,220.00$ 8.00$ 22,080.00$ 13.00$ 35,880.00$ 30.00$ 82,800.00$ 11.00$ 30,360.00$
A‐25 REMOVING CEMENT CONC. SIDEWALK 7055 2‐02.5, SP 10 SY 55.00$ 550.00$ 55.00$ 550.00$ 102.00$ 1,020.00$ 7.00$ 70.00$ 33.00$ 330.00$ 55.00$ 550.00$ 8.00$ 80.00$
A‐26 CEMENT CONC. SIDEWALK ‐‐ 8‐14.5, SP 10 SY 155.00$ 1,550.00$ 155.00$ 1,550.00$ 340.00$ 3,400.00$ 230.00$ 2,300.00$ 278.00$ 2,780.00$ 260.00$ 2,600.00$ 75.00$ 750.00$
A‐27 RECORD DRAWINGS 5120 1‐05, SP 1 LS 2,000.00$ 2,000.00$ 2,000.00$ 2,000.00$ 2,800.00$ 2,800.00$ 3,000.00$ 3,000.00$ 2,000.00$ 2,000.00$ 2,100.00$ 2,100.00$ 4,000.00$ 4,000.00$
A‐28 UNFORSEEN CONDITIONS FORCE ACCOUNT ‐‐ 1‐09.6 1 EST 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$
Subtotal 1,406,990.00$ Subtotal 1,221,120.00$ Subtotal 1,080,215.00$ Subtotal 1,249,010.00$ Subtotal 1,172,511.00$ Subtotal 1,408,560.00$ Subtotal 1,474,770.00$
Tax 9.2%129,443.08$ Tax 9.2%112,343.04$ Tax 9.2%99,379.78$ Tax 9.2%114,908.92$ Tax 9.2%107,871.01$ Tax 9.2%129,587.52$ Tax 9.2%135,678.84$
Total 1,536,433.08$ Total 1,333,463.04$ Total 1,179,594.78$ Total 1,363,918.92$ Total 1,280,382.01$ Total 1,538,147.52$ Total 1,610,448.84$
Bid Schedule B: Pavement Preservation
PREPARATION
101 MOBILIZATION/DEMOBILIZATION (8%) 0001 1‐09.7 1 LS 100,200.00$ 100,200.00$ 35,000.00$ 35,000.00$ 55,000.00$ 55,000.00$ 80,000.00$ 80,000.00$ 82,000.00$ 82,000.00$ 81,000.00$ 81,000.00$ 82,000.00$ 82,000.00$
102 INLET PROTECTION 6471 8‐01.5 45 EA 125.00$ 5,625.00$ 50.00$ 2,250.00$ 170.00$ 7,650.00$ 60.00$ 2,700.00$ 77.00$ 3,465.00$ 110.00$ 4,950.00$ 50.00$ 2,250.00$
103 PLANING BITUMINOUS PAVEMENT 5711 5‐04.5, SP 8810 SY 9.00$ 79,290.00$ 3.50$ 30,835.00$ 4.00$ 35,240.00$ 6.00$ 52,860.00$ 4.00$ 35,240.00$ 4.00$ 35,240.00$ 5.00$ 44,050.00$
104 ROADWAY REMOVAL AND GRADING ‐‐ 5‐04.5, SP 9530 SY 9.00$ 85,770.00$ 7.00$ 66,710.00$ 4.00$ 38,120.00$ 9.00$ 85,770.00$ 6.25$ 59,562.50$ 7.00$ 66,710.00$ 12.00$ 114,360.00$
105 CRACK SEALING 5703 5‐04.5 1 FA 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$ 3,000.00$
106 REMOVING CEMENT CONC. SIDEWALK 0100 2‐02.5, SP 220 SY 55.00$ 12,100.00$ 40.00$ 8,800.00$ 65.00$ 14,300.00$ 47.00$ 10,340.00$ 25.00$ 5,500.00$ 35.00$ 7,700.00$ 7.00$ 1,540.00$
107 REMOVING CEMENT CONC. CURB AND GUTTER 0108 2‐02.5, SP 480 LF 15.00$ 7,200.00$ 20.00$ 9,600.00$ 14.00$ 6,720.00$ 12.00$ 5,760.00$ 12.00$ 5,760.00$ 35.00$ 16,800.00$ 7.00$ 3,360.00$
108 REMOVING ASPHALT CONC. PAVEMENT 0120 2‐02.5, SP 90 SY 45.00$ 4,050.00$ 12.00$ 1,080.00$ 55.00$ 4,950.00$ 15.00$ 1,350.00$ 27.00$ 2,430.00$ 25.00$ 2,250.00$ 7.00$ 630.00$
109 REMOVING DRAINAGE STRUCTURE 0049 2‐02.5, SP 10 EA 800.00$ 8,000.00$ 800.00$ 8,000.00$ 1,100.00$ 11,000.00$ 675.00$ 6,750.00$ 950.00$ 9,500.00$ 670.00$ 6,700.00$ 500.00$ 5,000.00$
PAVEMENT
110 HMA CL. 1/2 IN. PG64‐22 5767 5‐04.5, SP 4400 TON 115.00$ 506,000.00$ 88.00$ 387,200.00$ 110.00$ 484,000.00$ 86.00$ 378,400.00$ 91.70$ 403,480.00$ 96.00$ 422,400.00$ 88.00$ 387,200.00$
111 CEMENT CONC. TRAFFIC CURB AND GUTTER 6700 8‐04.5 510 LF 55.00$ 28,050.00$ 60.00$ 30,600.00$ 49.00$ 24,990.00$ 42.00$ 21,420.00$ 47.00$ 23,970.00$ 45.00$ 22,950.00$ 34.00$ 17,340.00$
112 CEMENT CONC. GRADE CORRECTION CURB ‐‐ 8‐04.5, SP 180 LF 50.00$ 9,000.00$ 40.00$ 7,200.00$ 44.00$ 7,920.00$ 34.00$ 6,120.00$ 43.00$ 7,740.00$ 40.00$ 7,200.00$ 45.00$ 8,100.00$
113 DETECTABLE WARNING SURFACE 7054 8‐14.5 320 SF 50.00$ 16,000.00$ 40.00$ 12,800.00$ 35.00$ 11,200.00$ 31.00$ 9,920.00$ 47.00$ 15,040.00$ 30.00$ 9,600.00$ 54.00$ 17,280.00$
114 CEMENT CONC. DRIVEWAY ENTRANCE TYPE RES. 8‐06.5, SP 20 SY 150.00$ 3,000.00$ 170.00$ 3,400.00$ 310.00$ 6,200.00$ 230.00$ 4,600.00$ 302.00$ 6,040.00$ 270.00$ 5,400.00$ 80.00$ 1,600.00$
115 CEMENT CONC. SIDEWALK 7055 8‐14.5 80 SY 140.00$ 11,200.00$ 155.00$ 12,400.00$ 155.00$ 12,400.00$ 107.00$ 8,560.00$ 171.00$ 13,680.00$ 130.00$ 10,400.00$ 65.00$ 5,200.00$
116 SHOULDER MATERIAL ‐‐ 2‐11.5, SP 30 TON 60.00$ 1,800.00$ 40.00$ 1,200.00$ 60.00$ 1,800.00$ 150.00$ 4,500.00$ 51.00$ 1,530.00$ 90.00$ 2,700.00$ 70.00$ 2,100.00$
117 CRUSHED SURFACING TOP COURSE 5120 4‐04.5, SP 95 TON 50.00$ 4,750.00$ 15.00$ 1,425.00$ 105.00$ 9,975.00$ 115.00$ 10,925.00$ 35.00$ 3,325.00$ 65.00$ 6,175.00$ 55.00$ 5,225.00$
118 CRUSHED SURFACING BASE COURSE 5100 4‐04.5 950 TON 50.00$ 47,500.00$ 15.00$ 14,250.00$ 55.00$ 52,250.00$ 43.00$ 40,850.00$ 45.00$ 42,750.00$ 55.00$ 52,250.00$ 47.00$ 44,650.00$
119 CEMENT CONC. CURB RAMP TYPE A ‐‐ 8‐14.5, SP 1 EA 3,500.00$ 3,500.00$ 2,050.00$ 2,050.00$ 2,525.00$ 2,525.00$ 2,250.00$ 2,250.00$ 2,900.00$ 2,900.00$ 2,500.00$ 2,500.00$ 2,000.00$ 2,000.00$
120 CEMENT CONC. CURB RAMP TYPE B ‐‐ 8‐14.5, SP 6 EA 3,500.00$ 21,000.00$ 2,050.00$ 12,300.00$ 2,425.00$ 14,550.00$ 2,160.00$ 12,960.00$ 2,815.00$ 16,890.00$ 2,700.00$ 16,200.00$ 2,000.00$ 12,000.00$
121 CEMENT CONC. CURB RAMP TYPE C ‐‐ 8‐14.5, SP 1 EA 3,500.00$ 3,500.00$ 2,050.00$ 2,050.00$ 2,450.00$ 2,450.00$ 2,190.00$ 2,190.00$ 2,845.00$ 2,845.00$ 2,900.00$ 2,900.00$ 2,000.00$ 2,000.00$
122 CEMENT CONC. CURB RAMP TYPE PARALLEL A 7058 8‐14.5, SP 5 EA 3,000.00$ 15,000.00$ 2,050.00$ 10,250.00$ 1,800.00$ 9,000.00$ 1,600.00$ 8,000.00$ 2,220.00$ 11,100.00$ 2,000.00$ 10,000.00$ 2,000.00$ 10,000.00$
123 CEMENT CONC. CURB RAMP TYPE PARALLEL B 7058 8‐14.5, SP 3 EA 3,000.00$ 9,000.00$ 2,050.00$ 6,150.00$ 1,700.00$ 5,100.00$ 1,525.00$ 4,575.00$ 2,150.00$ 6,450.00$ 2,000.00$ 6,000.00$ 2,000.00$ 6,000.00$
124 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 7058 8‐14.5, SP 3 EA 3,100.00$ 9,300.00$ 2,050.00$ 6,150.00$ 1,525.00$ 4,575.00$ 1,360.00$ 4,080.00$ 1,960.00$ 5,880.00$ 1,800.00$ 5,400.00$ 2,000.00$ 6,000.00$
2020 Utility Improvement & Pavement Preservation Project
Engineer's Estimate Apparent Low Bidder
JB As halt & Pavin
May 21, 2020 Stridder ConstructionC.A. Carey Corp.Reece Construction Marshbank Construction SRV Construction
125 CEMENT CONC. CURB RAMP TYPE COMBINATION 7058 8‐14.5, SP 4 EA 3,000.00$ 12,000.00$ 2,050.00$ 8,200.00$ 2,550.00$ 10,200.00$ 2,270.00$ 9,080.00$ 2,950.00$ 11,800.00$ 2,800.00$ 11,200.00$ 2,200.00$ 8,800.00$
TRAFFIC
126 PROJECT TEMPORARY TRAFFIC CONTROL 6971 1‐10.5 1 LS 90,000.00$ 90,000.00$ 65,000.00$ 65,000.00$ 45,000.00$ 45,000.00$ 14,000.00$ 14,000.00$ 61,000.00$ 61,000.00$ 70,000.00$ 70,000.00$ 80,000.00$ 80,000.00$
127 PAINT LINE 6806 8‐22.5 530 LF 2.00$ 1,060.00$ 1.00$ 530.00$ 2.50$ 1,325.00$ 2.00$ 1,060.00$ 1.00$ 530.00$ 2.00$ 1,060.00$ 2.00$ 1,060.00$
128 PLASTIC CROSSWALK LINE 6857 8‐22.5 1800 SF 10.00$ 18,000.00$ 5.50$ 9,900.00$ 5.00$ 9,000.00$ 7.00$ 12,600.00$ 5.50$ 9,900.00$ 7.00$ 12,600.00$ 7.00$ 12,600.00$
129 PLASTIC STOP LINE 6859 8‐22.5 260 LF 10.00$ 2,600.00$ 11.50$ 2,990.00$ 9.00$ 2,340.00$ 8.00$ 2,080.00$ 11.50$ 2,990.00$ 8.00$ 2,080.00$ 8.00$ 2,080.00$
130 RAISED PAVEMENT MARKER TYPE 2 6884 8‐22.5 1 HUND 800.00$ 800.00$ 750.00$ 750.00$ 725.00$ 725.00$ 755.00$ 755.00$ 750.00$ 750.00$ 820.00$ 820.00$ 750.00$ 750.00$
131 PERMANENT SIGNING 6890 8‐21.5, SP 1 LS 3,300.00$ 3,300.00$ 1,500.00$ 1,500.00$ 1,750.00$ 1,750.00$ 2,200.00$ 2,200.00$ 575.00$ 575.00$ 2,500.00$ 2,500.00$ 3,000.00$ 3,000.00$
STRUCTURE ADJUSTMENT
132 ADJUST MANHOLE 3080 7‐05.5 36 EA 750.00$ 27,000.00$ 400.00$ 14,400.00$ 650.00$ 23,400.00$ 750.00$ 27,000.00$ 975.00$ 35,100.00$ 420.00$ 15,120.00$ 500.00$ 18,000.00$
133 ADJUST MONUMENT CASE AND COVER 7380 8‐13.5, SP 6 EA 500.00$ 3,000.00$ 400.00$ 2,400.00$ 325.00$ 1,950.00$ 750.00$ 4,500.00$ 650.00$ 3,900.00$ 420.00$ 2,520.00$ 850.00$ 5,100.00$
134 ADJUST VALVE BOX 6243 7‐12.5, SP 34 EA 800.00$ 27,200.00$ 200.00$ 6,800.00$ 325.00$ 11,050.00$ 550.00$ 18,700.00$ 650.00$ 22,100.00$ 300.00$ 10,200.00$ 225.00$ 7,650.00$
135 LOCKING SOLID METAL COVER AND FRAME FOR MH ‐‐ 7‐05.5, SP 17 EA 900.00$ 15,300.00$ 800.00$ 13,600.00$ 675.00$ 11,475.00$ 1,100.00$ 18,700.00$ 845.00$ 14,365.00$ 290.00$ 4,930.00$ 700.00$ 11,900.00$
136 CATCH BASIN FRAME AND GRATE ‐‐ 7‐05.5, SP 5 EA 800.00$ 4,000.00$ 700.00$ 3,500.00$ 675.00$ 3,375.00$ 1,100.00$ 5,500.00$ 776.00$ 3,880.00$ 450.00$ 2,250.00$ 600.00$ 3,000.00$
137 CATCH BASIN TYPE 1 3091 7‐05.5 10 EA 1,700.00$ 17,000.00$ 2,100.00$ 21,000.00$ 1,300.00$ 13,000.00$ 1,500.00$ 15,000.00$ 2,155.00$ 21,550.00$ 1,800.00$ 18,000.00$ 1,200.00$ 12,000.00$
138 CATCH BASIN TYPE 2 48 IN. DIAM. 3105 7‐05.5 1 EA 4,500.00$ 4,500.00$ 5,500.00$ 5,500.00$ 3,000.00$ 3,000.00$ 4,250.00$ 4,250.00$ 4,400.00$ 4,400.00$ 5,000.00$ 5,000.00$ 4,000.00$ 4,000.00$
139 AWWA C900 PVC STORM PIPE 6‐IN. DIAM. ‐‐ 7‐04.5, SP 170 LF 65.00$ 11,050.00$ 55.00$ 9,350.00$ 77.00$ 13,090.00$ 86.00$ 14,620.00$ 48.00$ 8,160.00$ 60.00$ 10,200.00$ 25.00$ 4,250.00$
140 AWWA C900 PVC STORM PIPE 8‐IN. DIAM. ‐‐ 7‐04.5, SP 20 LF 80.00$ 1,600.00$ 85.00$ 1,700.00$ 123.00$ 2,460.00$ 205.00$ 4,100.00$ 87.00$ 1,740.00$ 70.00$ 1,400.00$ 30.00$ 600.00$
141 DUCTILE IRON STORM PIPE 12‐IN. DIAM. 7‐04.5, SP 20 LF 145.00$ 2,900.00$ 100.00$ 2,000.00$ 127.00$ 2,540.00$ 122.00$ 2,440.00$ 152.00$ 3,040.00$ 130.00$ 2,600.00$ 70.00$ 1,400.00$
142 STORM DRAIN FITTINGS AND COUPLINGS ‐‐ 7‐04.5, SP 1 LS 5,500.00$ 5,500.00$ 6,000.00$ 6,000.00$ 100.00$ 100.00$ 600.00$ 600.00$ 4,600.00$ 4,600.00$ 1,000.00$ 1,000.00$ 1,000.00$ 1,000.00$
OTHER
143 UNFORESEEN CONDITIONS FORCE ACCOUNT 7715 1‐09.6 1 EST 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$ 60,000.00$
144 SPCC PLAN 7736 1‐07.15(1) 1 LS 1,000.00$ 1,000.00$ 2,500.00$ 2,500.00$ 900.00$ 900.00$ 600.00$ 600.00$ 500.00$ 500.00$ 5,000.00$ 5,000.00$ 1,000.00$ 1,000.00$
145 TRIMMING AND CLEANUP 7490 2‐11.5 1 LS 2,000.00$ 2,000.00$ 2,500.00$ 2,500.00$ 10,500.00$ 10,500.00$ 2,000.00$ 2,000.00$ 27,000.00$ 27,000.00$ 1,600.00$ 1,600.00$ 4,500.00$ 4,500.00$
Subtotal 1,303,645.00$ Subtotal 914,820.00$ Subtotal 1,052,095.00$ Subtotal 987,665.00$ Subtotal 1,067,957.50$ Subtotal 1,046,505.00$ Subtotal 1,025,575.00$
Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2%N/A Tax 9.2% N/A
Total 1,303,645.00$ Total 914,820.00$ Total 1,052,095.00$ Total 987,665.00$ 1,067,957.50$ 1,046,505.00$ 1,025,575.00$
Bid Schedule C(Add Alternate #1): Pavement
PREPARATION
101 MOBILIZATION/DEMOBILIZATION (8%) 0001 1‐09.7 1 LS $ 5,700.00 5,700.00$ 4,000.00$ 4,000.00$ 4,800.00$ 4,800.00$ 5,000.00$ 5,000.00$ 8,000.00$ 8,000.00$ 8,600.00$ 8,600.00$ 8,000.00$ 8,000.00$
102 PLANING BITUMINOUS PAVEMENT 5711 5‐04.5, SP 840 SY $ 9.00 7,560.00$ 10.00$ 8,400.00$ 9.00$ 7,560.00$ 6.00$ 5,040.00$ 10.00$ 8,400.00$ 10.00$ 8,400.00$ 25.00$ 21,000.00$
103 CRACK SEALING 5703 5‐04.5 1 FA $ 400.00 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$
PAVEMENT
104 HMA CL. 1/2 IN. PG64‐22 5767 5‐04.5, SP 290 TON $ 115.00 33,350.00$ 100.00$ 29,000.00$ 120.00$ 34,800.00$ 113.00$ 32,770.00$ 110.50$ 32,045.00$ 110.00$ 31,900.00$ 110.00$ 31,900.00$
105 CRUSHED SURFACING BASE COURSE 5100 4‐04.5 40 TON $ 50.00 2,000.00$ 40.00$ 1,600.00$ 65.00$ 2,600.00$ 51.00$ 2,040.00$ 76.00$ 3,040.00$ 55.00$ 2,200.00$ 60.00$ 2,400.00$
TRAFFIC
106 PROJECT TEMPORARY TRAFFIC CONTROL 6971 1‐10.5 1 LS $ 9,000.00 9,000.00$ 12,000.00$ 12,000.00$ 7,500.00$ 7,500.00$ 4,500.00$ 4,500.00$ 14,650.00$ 14,650.00$ 40,000.00$ 40,000.00$ 12,500.00$ 12,500.00$
107 PAINT LINE 6806 8‐22.5 1130 LF $ 2.00 2,260.00$ 1.00$ 1,130.00$ 2.50$ 2,825.00$ 2.00$ 2,260.00$ 1.00$ 1,130.00$ 2.00$ 2,260.00$ 2.00$ 2,260.00$
108 RAISED PAVEMENT MARKER TYPE 2 6884 8‐22.5 1 HUND $ 800.00 800.00$ 750.00$ 750.00$ 725.00$ 725.00$ 755.00$ 755.00$ 750.00$ 750.00$ 810.00$ 810.00$ 750.00$ 750.00$
109 RAISED PAVEMENT MARKER TYPE 1 6882 8‐22.5 1 HUND $ 750.00 750.00$ 750.00$ 750.00$ 725.00$ 725.00$ 755.00$ 755.00$ 750.00$ 750.00$ 810.00$ 810.00$ 750.00$ 750.00$
STRUCTURE ADJUSTMENT
110 ADJUST MANHOLE 3080 7‐05.5 2 EA $ 750.00 1,500.00$ 400.00$ 800.00$ 650.00$ 1,300.00$ 755.00$ 1,510.00$ 1,100.00$ 2,200.00$ 570.00$ 1,140.00$ 500.00$ 1,000.00$
111 ADJUST MONUMENT CASE AND COVER 7380 8‐13.5, SP 1 EA $ 500.00 500.00$ 400.00$ 400.00$ 325.00$ 325.00$ 550.00$ 550.00$ 750.00$ 750.00$ 570.00$ 570.00$ 850.00$ 850.00$
OTHER
112 UNFORESEEN CONDITIONS FORCE ACCOUNT 7715 1‐09.6 1 EST $ 10,000.00 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$ 10,000.00$
113 SPCC PLAN 7736 1‐07.15(1) 1 LS $ 1,000.00 1,000.00$ 1,000.00$ 1,000.00$ 900.00$ 900.00$ 600.00$ 600.00$ 600.00$ 600.00$ 5,000.00$ 5,000.00$ 1,000.00$ 1,000.00$
114 TRIMMING AND CLEANUP 7490 2‐11.5 1 LS $ 2,000.00 2,000.00$ 1,000.00$ 1,000.00$ 2,200.00$ 2,200.00$ 2,000.00$ 2,000.00$ 5,300.00$ 5,300.00$ 1,600.00$ 1,600.00$ 2,000.00$ 2,000.00$
Subtotal 76,820.00$ Subtotal 71,230.00$ Subtotal 76,660.00$ Subtotal 68,180.00$ Subtotal 88,015.00$ Subtotal 113,690.00$ Subtotal 94,810.00$
Sales Tax (9.2%) N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A
Total 76,820.00$ Total 71,230.00$ Total 76,660.00$ Total 68,180.00$ Total 88,015.00$ Total 113,690.00$ Total 94,810.00$
Bid Schedule D(Add Alternate #2): Pavement
PREPARATION
101 MOBILIZATION/DEMOBILIZATION (8%) 0001 1‐09.7 1 LS $ 16,600.00 16,600.00$ $ 6,000.00 6,000.00$ $ 4,900.00 4,900.00$ 14,000.00$ 14,000.00$ 13,500.00$ 13,500.00$ 18,000.00$ 18,000.00$ 20,000.00$ 20,000.00$
102 INLET PROTECTION 6471 8‐01.5 9 EA $ 125.00 1,125.00$ $ 50.00 450.00$ $ 170.00 1,530.00$ 60.00$ 540.00$ 77.00$ 693.00$ 60.00$ 540.00$ 50.00$ 450.00$
103 ROADWAY REMOVAL AND GRADING ‐‐ 5‐04.5, SP 3840 SY $ 9.00 34,560.00$ $ 7.00 26,880.00$ $ 8.00 30,720.00$ 11.00$ 42,240.00$ 7.50$ 28,800.00$ 10.00$ 38,400.00$ 17.00$ 65,280.00$
104 CRACK SEALING 5703 5‐04.5 1 FA $ 400.00 400.00$ $ 400.00 400.00$ $ 400.00 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$ 400.00$
PAVEMENT
105 HMA CL. 1/2 IN. PG64‐22 5767 5‐04.5, SP 840 TON $ 115.00 96,600.00$ $ 100.00 84,000.00$ $ 110.00 92,400.00$ 86.00$ 72,240.00$ 92.00$ 77,280.00$ 95.00$ 79,800.00$ 85.00$ 71,400.00$
106 CRUSHED SURFACING BASE COURSE 5100 4‐04.5 390 TON $ 50.00 19,500.00$ $ 40.00 15,600.00$ $ 58.00 22,620.00$ 50.00$ 19,500.00$ 65.00$ 25,350.00$ 55.00$ 21,450.00$ 52.00$ 20,280.00$
TRAFFIC
107 PROJECT TEMPORARY TRAFFIC CONTROL 6971 1‐10.5 1 LS $ 20,000.00 20,000.00$ $ 12,000.00 12,000.00$ $ 7,500.00 7,500.00$ 12,000.00$ 12,000.00$ 41,500.00$ 41,500.00$ 35,000.00$ 35,000.00$ 32,000.00$ 32,000.00$
108 PAINT LINE 6806 8‐22.5 1140 LF $ 2.00 2,280.00$ $ 1.00 1,140.00$ $ 2.50 2,850.00$ 2.00$ 2,280.00$ 1.00$ 1,140.00$ 2.00$ 2,280.00$ 2.00$ 2,280.00$
109 PLASTIC TRAFFIC ARROW 6833 8‐22.5 1 EA $ 375.00 375.00$ $ 400.00 400.00$ $ 300.00 300.00$ 324.00$ 324.00$ 350.00$ 350.00$ 350.00$ 350.00$ 350.00$ 350.00$
110 TRAFFIC SIGNAL LOOPS REPLACEMENT ‐‐ 8‐20.5, SP 1 LS $ 8,500.00 8,500.00$ $ 10,500.00 10,500.00$ $ 3,700.00 3,700.00$ 15,000.00$ 15,000.00$ 16,250.00$ 16,250.00$ 11,000.00$ 11,000.00$ 25,000.00$ 25,000.00$
111 PAINTED WIDE LANE LINE 6827 8‐22.5 70 LF $ 3.00 210.00$ $ 8.00 560.00$ $ 5.00 350.00$ 8.00$ 560.00$ 8.00$ 560.00$ 4.00$ 280.00$ 5.00$ 350.00$
STRUCTURE ADJUSTMENT
112 ADJUST MANHOLE 3080 7‐05.5 6 EA $ 750.00 4,500.00$ $ 400.00 2,400.00$ $ 650.00 3,900.00$ 750.00$ 4,500.00$ 1,050.00$ 6,300.00$ 570.00$ 3,420.00$ 450.00$ 2,700.00$
113 ADJUST MONUMENT CASE AND COVER 7380 8‐13.5, SP 2 EA $ 500.00 1,000.00$ $ 400.00 800.00$ $ 325.00 650.00$ 550.00$ 1,100.00$ 750.00$ 1,500.00$ 570.00$ 1,140.00$ 850.00$ 1,700.00$
OTHER
114 UNFORESEEN CONDITIONS FORCE ACCOUNT 7715 1‐09.6 1 EST $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$ $ 15,000.00 15,000.00$
115 SPCC PLAN 7736 1‐07.15(1) 1 LS $ 1,000.00 1,000.00$ $ 1,000.00 1,000.00$ $ 900.00 900.00$ $ 600.00 600.00$ $ 600.00 600.00$ $ 5,000.00 5,000.00$ $ 1,000.00 1,000.00$
116 TRIMMING AND CLEANUP 7490 2‐11.5 1 LS $ 2,000.00 2,000.00$ $ 1,000.00 1,000.00$ $ 2,200.00 2,200.00$ $ 2,000.00 2,000.00$ $ 6,000.00 6,000.00$ $ 1,600.00 1,600.00$ $ 4,000.00 4,000.00$
Subtotal 223,650.00$ Subtotal 178,130.00$ Subtotal 189,920.00$ Subtotal 202,284.00$ Subtotal 235,223.00$ Subtotal 233,660.00$ Subtotal 262,190.00$
Sales Tax (9.2%) N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2% N/A Tax 9.2%N/A Tax 9.2%N/A
Total 223,650.00$ Total 178,130.00$ Total 189,920.00$ Total 202,284.00$ Total 235,223.00$ Total 233,660.00$ Total 262,190.00$
Total 2020 Improvements (Schedule A + B + C + D) 3,140,548.08$ 2,497,643.04$ 2,498,269.78$ 2,622,047.92$ 2,671,577.51$ 2,932,002.52$ 2,993,023.84$
RESOLUTION NO. 2020-XXX 1
RESOLUTION NO. 2020-XXX
A RESOLUTION OF THE CITY OF ARLINGTON REJECTING A BID CHALLENGE BY REECE
CONSTRUCTION COMPANY AND FINDING JB ASPHALT PAVING, INC.
TO BE THE APPARENT LOW BIDDER FOR THE 2020 UTILITY IMPROVEMENT & PAVEMENT
PRESERVATION PROJECT
WHEREAS, the City of Arlington solicited bids for a project known as the 2020 Utility
Improvement & Pavement Preservation Project (hereinafter the “Project”) and bids were
opened on May 21, 2020; and
WHEREAS, a bid protest was filed on May 28, 2020 by Reece Construction Company,
relating to the apparent low bid of JB Asphalt Paving Inc.; and
WHEREAS, the bid documents reserved the right of the City to waive any and all
irregularities in the bids; and
WHEREAS, the City Council wishes to reject the bid protest by Reece Construction
Company and waive the irregularities in the bid, if any, submitted by JB Asphalt Paving Inc.
within the terms of the bid documents and the meaning of RCW 35.23.352;
NOW, THEREFORE, the City Council of the City of Arlington, Washington do hereby
resolve as follows:
1. The City Council finds as follows:
a. The City of Arlington has sought qualified contractors to bid on the
Project.
b. JB Asphalt Paving Inc. submitted the apparent low bid on the Project and
has been determined to be the Qualified Low Bidder.
c. RCW 39.30.060 expressly requires that on public works projects in excess
of one million dollars, proposed HVAC, plumbing, and electrical subcontractors must be
separately listed, and if not so listed, the bids are deemed void.
d. The Project does not call for the use of a specific WSDOT form to list
subcontractors under RCW 39.30.060(3), and there is no HVAC or plumbing work on the
project.
e. JB Asphalt Paving, Inc.’s bid contained a clear notation reading
“* Electrical Sub-Contractor: Service Electric” on its bid at page 7, which gives a clear
indication of its intention to use that subcontractor for electrical work.
f. Reece Construction Company also objected to the projects identified in
RESOLUTION NO. 2020-XXX 2
the statement of bidders qualifications. However, the term “similar” did not require a
specified price range or any particular level of detail; the term “similar” means
“resembling without being identical”.
g. The bid documents also clearly indicate that “The City of Arlington
expressly reserves the right to reject any and all bids, to waive minor irregularities or
informalities, and to further make award of the project to the lowest responsible Bidder
as it best serves the interest of the City of Arlington.”
h. The City Council finds that the low bid of JB Asphalt Paving, Inc. is lower
than the other bidders, including the bid of Reese Construction, Inc.; that JB Asphalt
Paving, Inc.’s bid complies with the requirements of RCW 39.30.060; and that it is in the
best interests of the City and the taxpayers to accept the low bid and waive the
irregularities in the bid, if any exist.
i. The City Council finds that the irregularity, if any, in the bid is not a failure
which provided JB Asphalt Paving, Inc. with a substantial advantage over other bidders.
2. Based on the foregoing findings, the City Council hereby declares that the bid
submitted by JB Asphalt Paving, Inc. for the 2020 Utility Improvement & Pavement
Preservation Project is hereby accepted, that any irregularities therein are waived, and
JB Asphalt Paving, Inc. is declared to be the Qualified Low Bidder for purposes of
awarding the bid on that project.
3. The City hereby notifies Reece Construction Company of its intention to enter
into a contract with JB Asphalt Paving, Inc., as required by RCW 39.04.105.
APPROVED by the Mayor and City Council of the City of Arlington this 15th day of June,
2020.
CITY OF ARLINGTON
____________________________________
Barbara Tolbert, Mayor
ATTEST:
_________________________________
Wendy Van Der Meersche, City Clerk
APPROVED AS TO FORM:
__________________________________
Steven J. Peiffle, City Attorney
City of Arlington Council Agenda Bill Item: WS #3 Attachment C COUNCIL MEETING DATE: June 8, 2020 SUBJECT: Conveyance of real property for right of way purposes ATTACHMENTS: Legal descriptions including exhibit map with area highlighted depicting the proposed deeded property related to the Villas at Arlington project (31st Ave., Smokey Point Blvd.). DEPARTMENT OF ORIGIN Community and Economic Development; Marc Hayes, Director 360-403-3457 EXPENDITURES REQUESTED: -0- BUDGET CATEGORY: N/A BUDGETED AMOUNT: -0- LEGAL REVIEW: DESCRIPTION: Conveyances of real property on Smokey Point Blvd. as described in Exhibit A, and 31st Ave. NE as described in Exhibit B, for the purpose of roadway construction for the Villas at Arlington housing project. HISTORY: Conveyance of property for right of way purposes related to new development is typically dedicated through the Land Use process, pursuant to 20.56.170 AMC.
ALTERNATIVES: Deny, remand back to staff for additional information
RECOMMENDED MOTION: Workshop; discussion only. At the June 15, 2020, Council meeting, the recommended motion will be, “I move to accept the dedication of the described real properties as right of way for the purposes of roadway construction.”
EXHIBIT B-1
THE WEST I 0.5 FEET OF LOT 3 OF SNOHOMISH COUNTY SHORT PLAT NUMBER 449(10-79),
AS RECORDED UNDER RECORDING NUMBER 7910150269, RECORDS OF SNOHOMISH
COUNTY AUDITOR, BEING PORTIONS OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 20, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN SNOHOMISH
COUNTY WASHINGTON.
LOT 18
LOT 12 LOT 8 � l�O T5 LOT 10 LOT 9 � I l---------i f---------; ""-'-< � 1 20 20 SMOKEY POINT ESTATES Q z LOT JJ LOT 7 Z LOT 6
i I \
LOT 17 I
i � : I
: ·n/
LOT 9 -·, r�i I ,_,..;I>I �
�----------<� N: I
LOTB � �I �NI
/��, I 8/lo
TRACT 997
N89°15'24"E
10.50'
N
'--------t�
PARCEL NUMBER 31052000104100
PARCEL B
LOT 7 I 1�1 RI -EXISTING LOT LINE TO BE ELIMINATED
181 al ['-INGRESS, EGRESS AND UTILITIES
EASEMENT RECORDING NO.:
LOT 6 5s I I I I .NE I
LOT!
-,
I I I I I I I 'I
ALLIED LAND SURVEYING, INC.
17928 Bothell-Everett Hwy Unit-A, Bothell, Wa. 98012
PHONE: ( 425) 482-0223
I 7806150257
I 10.5' DEDICATION
I I I PARCEL NUMBER 31052000104200
N88 °45'58"E
10.50'
EXHIBITB-2
N
s
DWN BY MRW
DATE 3-27-18
SCALE 1 "= 1 00'
SHEET 1 OF 1
,-
EXHIBIT A-1
THAT PORTION OF LOT I OF SNOHOMISH COUNTY SHORT PLAT NUMBER
449(10-79), AS RECORDED UNDER RECORDING NUMBER 7910150269, RECORDS OF
SNOHOMISH COUNTY AUDITOR, REING PORTIONS OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., IN
SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THAT PORTION, IF ANY, CONVEYED TO SNOHOMISH COUNTY BY DEED
RECORDED UNDER AUDITORS FILE NUMBER 7911160309,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER THEREOF;
THENCE S88 °46'15"W ALONG THE NORTH LINE THEREOF, A DISTANCE OF 22.19 FEET;
THENCE 526 °54' I 8"E, 28.64 FEET;
THENCE ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 894.93, A DELTA OF 10 °42'07"
AND AN ARC LENGTH OF 167 .16 FEET TO THE SOUTH LINE THEREOF;
THENCE N88 °45'58"E ALONG THE SOUTH LINE THEREOF, 20.69 FEET TO THE WEST RIGHT
OF WAY OF SMOKEY POINT BOULEY ARD;
THENCE ON A CURVE TO THE LEFT ALONG THE WEST RIGHT OF WAY OF SMOKEY POINT
BOULEY ARD, HAVING A RADIUS OF 914.93, A DELTA O F 11 °02'1 I" AND AN ARC LENGTH OF
176.24 FEET;
THENCE N26 °54' 18"W ALONG THE WEST RIGHT OF WAY OF SMOKEY POINT BOULEY ARD,
19.02 FEET TO THE POINT OF BEGINNING.
\
LOT!
N26"54'18"W
19.02'
N88"46'15"E 22.19'
N26"54'18"W 28.64'
PARCEL A
EXISTING LOT LINE TO BE ELIMINATED
PARCEL B
ALLIED LAND
SURVEYING, INC. 17928 Bothell-Everett Hwy Unit-A, Bothell, Wa. 98012
PHONE: ( 425) 482-0223
\
N88"45'58"E20.69'
\
!-009
EXHIBIT A-2
\ \
\
DWN BY MRW
DATE 3-27-18
SCALE 1 "= 50'
SHEET 1 OF 1
Maps and GIS data are distributed “AS-IS” without warranties of any kind, either express or implied,including but not limited to warranties of suitability for a particular purpose or use. Map data arecompiled from a variety of sources which may contain errors and users who rely upon the information doso at their own risk. Users agree to indemnify, defend, and hold harmless the City of Arlington for anyand all liability of any nature arising out of or resulting from the lack of accuracy or correctness of thedata, or the use of the data presented in the maps.
Exhibit AVillas ROW Dedication
±
City of Arlington
Date:
File:
Cartographer:
Scale:VillasAtArl8.5x11_18
7/16/2018 akc
1 inch = 200 feet
Parcels
ROW Dedication (proposed)
10.5' ROW Dedication
20' ROW Dedication
187THPL NE
184THPL NE184THPL NE
185THPL NE
183RDPL NE
32ND
AVE
NE
185THPLNE
183RD PL NE
186TH PL NE
35TH
AVE
NE
31ST
AVE
NE
SMOKEY POINT BLVD