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HomeMy WebLinkAboutTrans 2013-01-29 Item 2B - Turnover Acceptance - Infrastructure and Dedication of Right-of-Way from Claim Jumper RestaurantCity of Tukwila Jim Haggerton, Mayor INFORMATIONAL MEMORANDUM TO: Mayor Haggerton Transportation Committee FROM: Bob Giberson, Public Works Director BY: David McPherson, Development Engineer DATE: January 25, 2013 SUBJECT: Turnover of Infrastructure and Dedication of Right -of -Way Claim Jumper Restaurant ISSUE Accept turnover of street and street lighting improvements, sidewalks, storm drainage improvements; and dedication of right -of -way from Schoenbachler Enterprises, LLC. BACKGROUND The Schoenbachler Enterprises, LLC project for the Claim Jumper Restaurant is complete. As conditions of the Public Works permit, Schoenbachler Enterprises, LLC has constructed required improvements and is dedicating right -of -way (see list on the following page). This project was constructed in 1999; however the final turnover documents were never completed by the City. With the Southcenter Parkway Extension Project, right -of -way was examined and resolution of the development file was discovered to be incomplete. DISCUSSION The proposed public improvements have been constructed to City standards and inspected by Public Works staff and are ready for turnover. Dedication of right -of -way is necessary for the half- street improvements that were constructed along Southcenter Parkway. FISCAL IMPACT The value of the transferred improvements from Schoenbachler Enterprises, LLC to the City is $67,540.50. There will be no expense to the City for accepting Conveyance of Public Improvements, Storm Drainage Easement (Public), Utilities and Sidewalk Easement (Public), and Dedication of Right -of -Way. RECOMMENDATION Council is being asked to authorize the Mayor to sign the turnover documents and consider this item on the Consent Agenda at the February 4, 2013 Regular Meeting. Attachments: Vicinity Map — Exhibit A' Improvement Area Map — Exhibit B' Dedication of Right -of -Way and Easement Depiction Map — Exhibit 'C' W: \PW ENG \OTHER \DAVE MCPHERSON \CLAIM JUMPER TURNOVER 012513\ INFO MEMO TO 012513.DOC 7 INFORMATIONAL MEMO Page 2 *NOTE: All Development Files and Claim Jumper Restaurant documents are available at Public Works. Infrastructure (see Exhibit `B') 180 LF of Type 1 Guardrail 375 LF of Curb and Gutter 2,250 SF of 6 foot wide Concrete Sidewalks 886 SY of Asphalt Paving 1 EA Traffic Loop Detector Pavement Striping 3 EA 30 foot high Street Lights 445 LF Street Light Conduit with J -Boxes 1 EA Service Cabinet 123 LF of 8 -inch Storm Pipe (ductile -iron) 176 LF of 12 -inch Storm Pipe (ADS) 3 EA Type I Catch Basins 1 Type II — 48" Catch Basin Total Value = $67,540.50 W: \PW ENG \OTHER \DAVE MCPHERSON\CLAIM JUMPER TURNOVER 012513 \INFO MEMO TO 012513.DOC 8 EXIBIT `A' CLAIM JUMPER RESTAURANT 5901 S. 180TH STREET INFRASTRUCTURE TURNOVER STREET / STREET LIGHTING / SIDEWALKS / STORM DRAINAGE IMPROVEMENTS DEDICATION OF RIGHT -OF -WAY MI98 -0078 VICINITY MAP NTS 9 EXIBIT 'B' CLAIM JUMPER RESTAURANT 5901 S. 180TH STREET INFRASTRUCTURE TURNOVER STREET / STREET LIGHTING / SIDEWALKS / STORM DRAINAGE IMPROVEMENTS DEDICATION OF RIGHT-OF-WAY NTS MI98-0078 STREET PAVEMENT (NEW 35 WIDE DRffEWAY CITY OF TUKWILA STD. DEE. RS-9) ----' 11 1 Dello=76'113' 1' II 01STIFIC) . 4 11r ,L 37' 2.11119Z 13 10:4' II L.- 61.04 \ , ' ■13.0.-,,, /jIijL APIr C.- 7 i ' (TIGI-rr-o v ilDEDCA11O WIDTH IMES EXIST_ HANDICAP RAM>, — S. 180TH STREET i ANU SAS LA,Stf (E'EPRECi ;NO. t,„!6343058) — - CLAIM JUMPER RESTAURANT STREET LIGHT NEW CURB RAMP (PER CI1Y OF TUKWILA 555. 5E1 STREET LIGHT CURB/GUTTER SIDEWALK STORM , DRAINAGE SYSTEM 1,EAIEVslEml I T J I T DoE TRAM NOr REAol THE CITY OF TUKWIL/9--"-- „ I • Ttf, PR PE 2 4---"---- . EX. 35" CMP NEW CONCRETE HEADWALL 10 C.1 0 ln1 N.T.S. EXIBIT `C' CLAIM JUMPER RESTAURANT 5901 S. 180TH STREET INFRASTRUCTURE TURNOVER STREET / STREET LIGHTING / SIDEWALKS / STORM DRAINAGE IMPROVEMENTS DEDICATION OF RIGHT -OF -WAY MI98 -0078 ACOU1Sfi7ON AND EASEMENTS EXHIBIT S87'50.321 104.17'(M) STA: 110+03.45 S.NTHST. 587'50'32 "E 1325.08'(M) • N. LINE OF SWI /4, " NE1 /4, SEC. 35 N87'50'32'W 470.28' P /— .O.B. EASEMENT B )/ 1 / r / / / PC = 113+95 24 STA: 110 +27.95 NE CORNER OFFSET: 87.65' LT STA: 110 +68.00 EXISTING MONUMENT OFFSET: 53.00' LT © PROPOSED MONUMENT z in PROPOSED RIGHT -OF -WAY m EXISTING RIGHT -OF -WAY z A z m STA: 113+95.24 OFFSET: 53.00' LT STA: 114 +36.19 OFFSET 5 . P.O.B. % P.O.B. EAS W(R) STA: 114 +51.44 OFFSET: 36.11' LT SW CORNER i C1 R= 1053.00' A= 2'20'45' L= 43.11' C2 R=40.00' t= 82'19'01" 1= 57.47' 11 N59'18'15'E 23.21' 12 N59'18'15 "E 74.23' L3 N47'23'17 "W 67.38' L4 S62'24'20 "W 72.21' ENT A UTILITIES AND SIDEWALK EASEMENT STORM DRAINAGE EASEMENT DEDICATION OF RIGHT -OF -WAY AREA OF DEDICATION 7,270 SQ. FT. 11