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Home My WebLink AboutLUA-08-140 1 of 2_Report 1• • CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: January 23, 2009 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. ;: -;roje~t-N-~~e: Nichols Place Plat & Rezone -· · tml I LUA (file) Number: LUA-08-140 11 · Cross-References: King County File# Plat:L03P0015 & Rezone:L03TY404 [[ , AKA's: ,; · __ P_r_o_je_c_t_M_an_a_g_e_r_: _____ K_i_n_g_C_o_u_nt_y_:_K_a_re_n_S_ch_a_r_er ______________ ij ii Acceptance Date: June 19, 2003 I , 11 Applicant: Howard Stansbury: c/o Michael J. Romano Centurion Dev. Svcs. I , Owner: Mark E. & Barbara A. Nichols [· 1! Contact: Michael J. Romano, Centurion Development Services 11 !i : PID Number: 1423059058 !I 1' II · ERC Decision Date: ' ERC Appeal Date: December 23, 2003 ii January 16, 2004 Ii ., . Administrative Denial: 1 1 I '. Appeal Period Ends: 1 ,,--''-'------------------------------------',I Public Hearing Date: February 24, 2004 1 :: Date Appealed to HEX: :, By Whom: ;, HEX Decision: , Date Appealed to Council: ,· By Whom: 1 Council Decision: :: Mylar Recording Number: Approved with conditions March 19, 2004 Gwendolyn High, C.A.R.E Appeal denied. Date: Date: March 2, 2004 May 10, 2004 lj Project Description: Preliminary plat approval to subdivide into 23 lots through use of density : i credits transfer (TDR). The 23 lot would mostly be 4,320 square feet in area and have a width of i: 45 feet. As part of the plat, a recreation area serving the plat is proposed. The drainage detention ' 1; area planned will serve Nichols Place and be sized to accommodate drainage for the Plat of 'ii Evendell immediately to the north. Access to the Nichols Place lots is proposed via 160'h Avenue ,, SE. '. 1 Location: 13815 160'h Avenue SE ,,------------------------------------1 :: Comments: BOX 2 of 2 1: I:_ -------------· -------- July 8, 2004 CR STACHOWIAK 15652 SE 139th Place Renton, WA. 98055 RE: Nichols Place Engineering Submittal Dear Mr. and Mrs. Stachowiak Please let this let serve as your notice that engineering plans for the Nichols Place subdivision have been submitted to King County DDES for Review. Therefore they are available for review as a public record. This notice shall satisfy condition 7 g. of the Hearing Examiners Decision dated March 2nd, 2004. If you have any further questions please do not hesitate to call me in my office at (253) 539-8116. Respectfully, /),{__ furt Wilson . Land Acquisition Manager Cc: Jerry Walken, KC DDES •. July 8, 2004 CR STACHOWIAK 15652 SE 139th Place Renton, WA. 98055 ___ JIB: Nichols Place Engineering Submittal ·--·--.•.. . .. Dear Mr. and Mrs. Stachowiak Please let this let serve as your notice that engineering plans for the Nichols Place subdivision have been submitted to King County DDES for Review. Therefore they are available for review as a public record. This notice shall satisfy condition 7 g. of the Hearing Examiners Decision dated March z•<l, 2004. If you have any further questions please do not hesitate to call me in my office at (253) 539-8116. Respectfully, ~ Land Acquisition Manager Cc: Jerry Walken, KC DDES ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 · November 5th, 2004 Kurt Wilson SB! Development, LLC P.0.Box 73790 Puyallup, WA 98373 RE:· Plat of Nichols Place, L03P0015 Review Activity: L04SR034 Dear Mr. Wilson: Dave Cayton, P.E. Core Design, Inc. 14711 NE 29th Pl.,#101 Bellevue, WA 98007 Our office has completed the first review of engineering plans for the Evendell project. The attached list provides a summary of design issues which must be addressed in your next submittal. The review comments are based upon the design plans and technical information report received June 28th, 2004. Once the initial review comments have been addressed, please submit three sets ofrevised plans and technical reports. To assist in reviewing the revised plans, the design engineer should prepare a written response for each issue identified in the attached comments. If you would like to discuss the design requirements for the project, please contact me at 206-296- 7044. Sincerely, Wylie Wong Engineer II Enclosure cc: Pete Dye, Senior Engineer NICHOLS PLACE, L04SR034, FIRST REVIEW COMMENTS All page references are based on 1998 King County Surface Water Design Manual (KCSWDM), 1993 King County Road Standards (KCRS) and King County Codes (KCC). HEARING EXAMINER'S CONDITIONS: I. Provide transfer of density credit documentation to DDES prior to final plan approval per condition 3b. Include related documentation on Section VII ofTIR. 2. Provide road improvements for mitigation of high traffic location per condition · 18. 3. Provide engineering plan and detail on the construction of off-site walkway to Liberty High School at 16655 South 136 1h Street per condition 20. Add a prominent note to the engineering drawings reading "Prior to recording a school access route as required by Plat Condition 20 shall be reviewed, approved and bonded by DDES" GENERAL AND TIR COMMENTS: 1. Use tabs to label all sections on TIR. 2. Provide bond quantity worksheet (BQW) for the project on TIR, including off-site traffic improvement and school walkway per permit conditions 18 and 20. 3. Debris barriers are required on all pipes 18 to 36 inches in diameter per SWDM 4.2.1 (p. 4-10). Provide debris barrier per Fig. 4.2.1 E of SWDM. 4. Label all privately maintain drainage easement as "private drainage easement", and publicly maintain drainage easement as "public drainage easement" on all. drainage plans. 5. For pond design, provide target and design flow duration curves to show compliance with Level 2 flow control on TIR section IV. 6. Provide backwater analysis print outs for all pipes on TIR section V. 7. Provide a complete catch basin subbasin map on TIR section V. I DRAWING COMMENTS: Sheet 1.01 1. Fill in tax parcel number, preliminary approval date and ordinance number on the upper right comer of the sheet. Sheet 3.01 I. A 6 ft long concrete ramp shall be provided at the ends of side~alks on 1601h Ave SE. 2. Add the following plan note for road widening on 1601h Ave SE. Plan Note : Per KCRS Section 4.0IF, a one inch full width overlay shall be required. The overlay may be waived only after an evaluation of pavement conditions or channelization requirements has been completed and approved by the County Road Engineer or Development Engineer. If road surface failures are present, all appropriate repairs to the existing subgrade, base material and surfacing shall be made prior to placing the overlay. 3. · Provide a 3 ft wide thickened edge on section of joint use driveway. Sheet 3.31: 1. Asphalt thickened edge shall be 36 inch wide with 0.08 ft/ft slope per KCRS Drawing 1-005. 2. On surfacing section options, use three inch thick Class B asphalt on 1601h Ave SE widening. 3. On ramp detail, curb ramp location shall be referred to KCDOT Fig 3-008. Sheet 4.01: 1. Delete detail of through-curb inlet frame on rolled curb which is not a road standard detail. 2. Through curb inlet on rolled curb is not allowed on CB#6 and CB#7. See attached County policy. 2 3. Show easement for curb ramp on lot I. 4. Add catch basins within 200 ft spacing on I 60'h Ave SE to collect runoff from frontage improvement. Sheet 4.31: 1. Wet pond and detention pond may have different shapes. Provide a wetpond with a 4 to 1 (length to width) flow path without mid-berm per KCSWDM 6.4.1.2, item 2 of recommended design features on page 74. An average 30 ft by 120 ft by 3ft wetpond will meet the water quality requirement, then a detention pond will be placed ontop of the wetpond. 2. Provide a plan view of control structure CB2 to show two foot clearance for personnel access. 3. Provide information on required and designed volumes for wetpond and detention pond. 4. Change normal W. S. to water quality W. S. on Sections A-A and B-B. 5. Show pond sign detail and pond sign location. Sheet 7.02: I. Provide a bond quantity worksheet (BQW) for street tree bond. 2. Delete Yellow Wood tree which is not listed on approved list. 3 ® King County Department of Development and Environmental Services 900 Oakesdale Avenue SW Renton, WA 98055-1219 .· November 5th, 2004 Kurt Wilson SBI Development, LLC P.O.Box 73790 Puyallup, WA 98373 RE:· Plat of Nichols Place, L03P0015 Review Activity: L04SR034 Dear Mr. Wilson: Dave Cayton, P.E. Core Design, Inc. 14711 NE 29th Pl.,#101 Bellevue, WA 98007 Our office has completed the first review of engineering plans for the Evendell project. The attached list provides a summary of design issues which must be addressed in your next submittal. The review comments are based upon the design plans and technical information report received June 28th, 2004. Once the initial review comments have been addressed, please submit three sets of revised plans and technical reports. To assist in reviewing the revised plans, the design engineer should prepare a written response for each issue identified in the attached comments. If you would like to discuss the design requirements for the project, please contact me at 206-296- 7044. Sincerely, Wylie Wong Engineer II Enclosure cc: Pete Dye, Senior Engineer NICHOLS PLACE, L04SR034, FIRST REVIEW COMMENTS All page references are based on 1998 King County Surface Water Design Manual (KCSWDM), 1993 King County Road Standards (KCRS) and King County Codes (KCC). HEARING EXAMINER'S CONDITIONS: 1. Provide transfer of density credit documentation to DDES prior to final plan approval per condition 3b. Include related documentation on Section VII ofTIR. 2. Provide road improvements for mitigation of high traffic location per condition · 18. 3. Provide engineering plan and detail on the construction of off-site walkway to Liberty High School at 16655 South 136th Street per condition 20. Add a prominent note to the engineering drawings reading "Prior to recording a school access route as required by Plat Condition 20 shall be reviewed, approved and bonded by DDES" GENERAL AND TIR COMMENTS: I. Use tabs to label all sections on TIR.. 2. Provide bond quantity worksheet (BQW) for the project on TIR., including off-site traffic improvement and school walkway per permit conditions 18 and 20. 3. Debris barriers are required on all pipes 18 to 36 inches in diameter per SWDM 4.2.1 (p. 4-10). Provide debris barrier per Fig. 4.2.1 E of SWDM. 4. Label all privately maintain drainage easement as "private drainage easement", and publicly maintain drainage easement as "public drainage easement" on all drainage plans. 5. For pond design, provide target and design flow duration curves to show compliance with Level 2 flow control on TIR. section IV. 6. Provide backwater analysis print outs for all pipes on TIR. section V. 7. Provide a complete catch basin subbasin map on TIR section V. 1 DRAWING COMMENTS: Sheet 1.01 1. Fill in tax parcel number, preliminary approval date and ordinance number on the upper right comer of the sheet. Sheet 3.01 1. A 6 ft long concrete ramp shall be provided at the ends of side;alks on l 60'h Ave SE. 2. Add the following plan note for road widening on l 60'h Ave SE. Plan Note: Per KCRS Section 4.0lF, a one inch full width overlay shall be required. The overlay may be waived only after an evaluation of pavement conditions or channelization requirements has been completed and approved by the County Road Engineer or Development Engineer. If road surface failures are present, all appropriate repairs to the existing subgrade, base material and surfacing shall be made prior to placing the overlay. 3. Provide a 3 ft wide thickened edge on section of joint use driveway. Sheet 3.31: 1. Asphalt thickened edge shall be 36 inch wide with 0.08 ft/ft slope per KCRS Drawing I-005. 2. On surfacing section options, use three inch thick Class B asphalt on 1601h Ave SE widening. 3. On ramp detail, curb ramp location shall be referred to KCDOT Fig 3-008. Sheet 4.01: 1. Delete detail of through-curb inlet frame on rolled curb which is not a road standard detail. 2. Through curb inlet on rolled curb is not allowed on CB#6 and CB#7. See attached County policy. 2 ·--· ----i 3. Show easement for curb ramp on lot I. . 4. Add catch basins within 200 ft spacing on 1601h Ave SE to collect runoff from frontage improvement. Sheet 4.31: I. Wet pond and detention pond may have different shapes. Provide a wetpond with a 4 to 1 (length to width) flow path without mid-berm per KCSWDM 6.4.1.2, item 2 of recommended design features on page 74. An average 30 ft by 120 ft by. 3ft wetpond will meet the water quality requirement, then a detention pond will be placed ontop of the wetpond. 2. Provide a plan view of control structure CB2 to show two foot clearance for personnel access. 3. Provide information on required and designed volumes for wetpond and detention pond. 4. Change normal W. S. to water quality W. S. on Sections A-A and B-B. 5. Show pond sign detail and pond sign location. Sheet 7.02: 1. Provide a bond quantity worksheet (BQW) for street tree bond. 2. Delete Yellow Wood tree which is not listed on approved list. 3