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Home My WebLink About1915 ResolutionRESOLUTION NO. 1915 A RESOLUTION Providing for the construction of curb, gutter, and sidewalk on Court Street between 20th Avenue and 26th Avenue and on 20th Avenue between Sylvester Street and Court Street and on 4th Avenue between Marie Street and Court Street at the expense of abutting property owners; and providing notice of a public hearing. WHEREAS, The City Council finds it would promote the public safety, health, and welfare of the City of Pasco to have constructed sidewalk, curb and gutter along Court Street between 20th Avenue and 26th Avenue and on 20th Avenue between Sylvester Street and Court Street and on 4th Avenue between Marie Street and Court Street , and WHEREAS, The City Council finds, based upon the report of the City Engineer, that public convenience and safety require the construction of sidewalk, curb and gutter along Court Street between 20th Avenue and 26th Avenue and on 20th Avenue between Sylvester Street and Court Street and on 4th Avenue between Marie Street and Court Street , NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF PASCO, WASHINGTON, DO RESOLVE AS FOLLOWS: 1. That the owners of the property abutting Court Street between 20th Avenue and 26th Avenue and on 20th Avenue between Sylvester Street and Court Street and on 4th Avenue between Marie Street and Court Street are required to construct sidewalk, curb, and gutter at each to his own expense according to the plans and specifications set forth herein. 2. In the event the required construction is not undertaken and completed within the time specified below, the City will perform and complete the improvement and assess the costs against the abutting property owner. 3. PUBLIC HEARING NOTICE. The date set for hearing persons for or against this Resolution is set for April 16, 1990 at 8:00 p.m., in the Council Chambers of Pasco City Hall, 412 West Clark Street, Pasco, Washington. 4. COMPLETION DATE: The construction must be completed not later than May 18, 1990. 5. SPECIFICATIONS FOR CONSTRUCTION. The sidewalk, curb, and gutter shall be constructed as set forth herein and as set forth in the attachments which are incorporated herein by reference and which are on file in the office of the City Engineer and the City Clerk. Curb and gutter shall be type "A" as per City specifications and the sidewalks shall be four (4) inches thick and six and five-tenths (6-5/10) feet wide. At driveways, curb and gutter shall be type "D" sidewalk and shall be six (6) inches thick and six and five-tenths (6-5/10) feet wide. Forms shall be set according to the grade established by the City. Cement concrete shall be five and five-tenths (5-5/10) sack mix with one-half (1/2) inch maximum size coarse aggregate. ATTACHMENT "A". Concrete curb, gutter, and walk - Pasco Engineering Department. ATTACHMENT "B". Vicinity map of Court Street between 20th Avenue and 26th Avenue and on 2oth Avenue between Sylvester Street and Court Street and on 4th Avenue between Marie Street and Court Street . 6. COSTS ESTIMATE. The cost of the required construction (if constructed by the City) is estimated as set forth on Attachment "C". ATT ST: AP OVED AS TO EVELYN WELLS, City Clerk G EG STEL 0, Ci Attorney ATTACHMENT "C". Registered owner's name, parcel, legal description and estimated costs. PASSED by the City Council and APPROVED by the Mayor this 26 day of March, 1990. reso I r m 0 < m -0 _ 0 < Cr) 0 z GENERAL Concrete Class 5(1 -1/2) or 5(3/4), Max Slump 3-1/2 Inches Joints On Walk Every 5' Feet (Cut 2" Min Deep For Agregate Separation) Joints On Curb And Gutter Are Spaced 10' (Feet) And Stabbed At Face Of Gutter And Bock Of Curb, Joints In Walk Shall Match Curb Joints And Be Perpendicular To Curb Expansion Joints Required At Curb Returns And Existing Concrete 6" Type "D" Curb And Gutter Detail 1,---T--- 7' COMMERCIAL 61/2' 5' RESIDENTIAL 4 -1/2' • Stab Min 3" Typical -o c op I- C-) • ---. —,, n • , s rh•-• • -- -I --. - • 4 - „, .., . _ : ...MI. 6" Thick For Driveway n 41 0 4. Zr. .".- ... . I• ' -. .• 4* -f g. .C. - • .• t ' • 4 4 A _ _ . 7. Property Development Assoc. W 257 FT. OF E 297 FT., S 7677 Oakport, Suite 520 1/2, SE 1/4, SE 1/4, NE Oakland, CA 94621 1/4, SEC. 25, T9N, R29E, LESS S 30 FT. & E. 40 FT & EXC PTN TO CITY OF PASCO FOR SYLVESTER ST. 119-361- 049. ESTIMATED COST: $3,841.83 8. Calvin & Lona Hendricks 822 Bantry way Benicio, CA 94510 W 320 FT OF E 360 FT. OF S 1/2, NE 1/4, SE 1/4, NE 1/4, & W 320 FT. OF E 360 FT. OF N 1/2, SE 1/4, SE 1/4, NE 1/4 OF SEC. 25, T9N, R29E. 119-361-094 ESTIMATED COST: $3,856.22 9. Emanuel Baptist Church 1116 N. 20th Pasco, WA 99301 S 1/2, E 1/2, NE 1/4, NE 1/4, EXC S 106 FT. OF W 139 FT. OF SEC. 25, T9N, R29E LESS ROADS. 119-331- 134. 10. Stephen E. Nail SHORT PLAT 79-21, LOT 2 P.O. Box 3125 112-023-079 Tr-Cities, WA 99302 ESTIMATED COST: $1,076.40 Following are the names of the owners and their respective parcels of land abutting on that portion of the street where the required construction must be completed: 1. Ruby Poland W 1/2, W 1/2, NE 1/4, NW 525 W. Grande Ronde 1/4, NE 1/4, EXC. S 430 Kennewick, WA 99336 FT. THEREOF & EXC. PTN TO ST. HWY 119-341-061. ESTIMATED COST: $6,389.57 2. Ruby Poland 525 W. Grande Ronde Kennewick, WA 99336 W 40 FT. OF N 230 FT. OF E 1/2, W 1/2, NE 1/4, NW 1/4, NE 1/4, OF SEC. 25, T9N,R29E, EXC PTN TO ST. HWY 119-341-043. ESTIMATED COST: $1,281.85 3. Thomas & Henry Kidwell SHORT PLAT 80-18, LOT 1, 4505 W. Octave SEC. 25, T9N, R293, 119- Pasco, WA 99301 341-249. ESTIMATED COST: $2,702.08 4. Abby Kidwell Estate 4320 Riverhaven Pasco, WA 99301 and Albert & Elaine Tomich P.O. Box 2246 Pasco, WA 99301 N 1/2, E 1/2, NE 1/4, NW 1/4, NE 1/4, LESS R/W & RDS & EXC. PTN FOR PSH #3. 119-341-016 ESTIMATED COST: $4,016.42 5. Copeland Lumber Yard E. 83 FT. OF W 291.7 FT. 901 N.E. Glisan OF N 208.71 FT. OF NW 1/4, Portland, OR 97232 NE 1/4, NE 1/4, SEC. 25, T9N, R29E 119-332-035 ESTIMATED COST: $1,515.36 6. Copeland Lumber Yard, Inc. 901 N.E. Glisan Portland, OR 97232 ESTIMATED COST: $4,233.46 PTN. NW 1/4, NE 1/4, NE 1/4, NW 1/4, NE 1/4, NE 1/4, TH N 338.16 FT. TH E 208.7 FT. TO POB; TH N 104.35 FT. TH E 83 FT.; TH N 208.7 FT; TH E 197.6 FT.; TH E 197.6 FT.; TH S 280 FT.; TH 2 100 FT. TH S 330.05 FT.; TH W 180.6 FT. TO POB 119-332-124. •:* 14 1 I 2 10 • • I uJ "NMI I ! U, 1JfflcL-L= VACATED • • r-• r l y . r !ffilld1111111 r. "% 1 .•( f SIDEWALK CONSTRUCTION VINICITY MAP ft* ooTti toaW° %so otsti ii 1 1111111-d 42J 7 I __J — ST .4m ‘ I l l 111111 1 121 '1 -1-7171-5 1 RUBY ••n u.1 > ' 1 P1 4:11 ••• . •• % 16.21 ROWN I 11 mummuloo 1111111111111 II r -.11 PROJECT SITE' 4. MARIE 32 014111110 NINE :)1111111 IM III IM 1 Z2 II • • . • e •• • ST IL.. .011 • 11110 IIfflflIl 6 ST ••• •• • •-•••"- • • •• t • I , it). 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