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HomeMy WebLinkAboutHEX Report Exhibits CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT HEARING EXAMINER DECISION, EXHIBITS Project Name: Cedar Ridge Church Expansion Project Number: LUA16-000128 Date of Hearing January 10, 2017 Staff Contact Jill Ding Project Contact/Applicant Peter Harvard, Gabbert Architects Project Location 11411 SE 164th Street The following exhibits were admitted during the hearing: Exhibits 1-19: Hearing Examiner Staff Report and Exhibits Exhibit 20: PowerPoint presentation DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW ERC MEETING DATE: PART ONE: PROJECT BACKGROUND Project Name: Project Project Manager: Owner: Applicant Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: STAFF RECOMMENDATION: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW ERC MEETING DATE: PART ONE: PROJECT BACKGROUND Project Name: Project Number: Project Manager: Owner: Applicant/Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: 168,630 STAFF RECOMMENDATION: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW ERC MEETING DATE: March 21 PART ONE: PROJECT BACKGROUND Cedar Ridge Church Number: LUA1 Project Manager: Jill Ding Cedar Ridge Church, Contact: David Pagel, Gabbert Architects Planners, 18422 103 Project Location: 11411 SE 164 Project Summary: The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in two phases. Phase 1 would include the existing church building and would increase the existing total seating capacity within the church to 301. The existing original 2,5 remain as part of this phase and would be space. In Ph demolished and replaced with a 6,879 square foot addition which would include a kitchen, fellowship hall, and additional meeting totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a total of 95 parking spaces on site. A total of completion of phase 1. Access to the site would remain off of SE 164th Street via one curb cut. wetlands have been identified on the project site would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the proposed church expansion. Exist. Bldg. Area SF: 2,540 168,630 sf RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue Determination of DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ENVIRONMENTAL REVIEW COMMITTEE REPORT March 21, 2016 PART ONE: PROJECT BACKGROUND Cedar Ridge Church LUA16-000128, ECF, Jill Ding, Senior Planner Cedar Ridge Church, David Pagel, Gabbert Architects Planners, 18422 103 11411 SE 164th Street (Parcel No. 008800 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in two phases. Phase 1 would include the existing church building and would increase the existing total seating capacity within the church to 301. The existing original 2,5 remain as part of this phase and would be space. In Phase 2 the existing original 2,54 demolished and replaced with a 6,879 square foot addition which would include a kitchen, fellowship hall, and additional meeting totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a total of 95 parking spaces on site. A total of completion of phase 1. Access to the site would remain off of SE 164th Street via one curb cut. A sensitive slope (grade between 25 and 40 percent) and t wetlands have been identified on the project site would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the proposed church expansion. 2,540 sf Staff Recommends that the Environmental Review Committee issue Determination of Project Location Map COMMITTEE REPORT Cedar Ridge Church Expansion , ECF, CUP Planner Cedar Ridge Church, 11411 SE 164 David Pagel, Gabbert Architects Planners, 18422 103 Street (Parcel No. 008800 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in two phases. Phase 1 would include the existing church building and would increase the existing total seating capacity within the church to 301. The existing original 2,5 remain as part of this phase and would be ase 2 the existing original 2,54 demolished and replaced with a 6,879 square foot addition which would include a kitchen, fellowship hall, and additional meeting totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a total of 95 parking spaces on site. A total of completion of phase 1. Access to the site would remain off of SE 164th Street via one A sensitive slope (grade between 25 and 40 percent) and t wetlands have been identified on the project site would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the proposed church expansion. Proposed New Bl Proposed New Bldg. Area ( Total Building Area GSF Staff Recommends that the Environmental Review Committee issue Determination of Non-Significance Project Location Map COMMITTEE REPORT Expansion 11411 SE 164th Street, David Pagel, Gabbert Architects Planners, 18422 103 Street (Parcel No. 008800 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in two phases. Phase 1 would include the addition of 8,908 square foot sanctuary to the existing church building and would increase the existing total seating capacity within the church to 301. The existing original 2,5 remain as part of this phase and would be ase 2 the existing original 2,54 demolished and replaced with a 6,879 square foot addition which would include a kitchen, fellowship hall, and additional meeting totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a total of 95 parking spaces on site. A total of completion of phase 1. Access to the site would remain off of SE 164th Street via one A sensitive slope (grade between 25 and 40 percent) and t wetlands have been identified on the project site would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the proposed church expansion. Proposed New Bldg. Area ( Proposed New Bldg. Area ( Total Building Area GSF Staff Recommends that the Environmental Review Committee issue Significance (DNS) Project Location Map ERC Report_Cedar Ridge Church_16 COMMITTEE REPORT Street, Renton WA 98055 David Pagel, Gabbert Architects Planners, 18422 103 Street (Parcel No. 008800-0320) The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in addition of 8,908 square foot sanctuary to the existing church building and would increase the existing total seating capacity within the church to 301. The existing original 2,540 square foot church building would remain as part of this phase and would be converted to classroom and fellowship hall ase 2 the existing original 2,540 square foot church building would be demolished and replaced with a 6,879 square foot addition which would include a kitchen, fellowship hall, and additional meeting and classrooms. The project site totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a total of 95 parking spaces on site. A total of 61 spaces would be available after the completion of phase 1. Access to the site would remain off of SE 164th Street via one A sensitive slope (grade between 25 and 40 percent) and t wetlands have been identified on the project site (Wetlands A and B). Wetland A would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the Proposed New Bldg. Area (phase I Proposed New Bldg. Area (phase II Total Building Area GSF (phase I & II) Staff Recommends that the Environmental Review Committee issue (DNS). ERC Report_Cedar Ridge Church_16 Renton WA 98055 David Pagel, Gabbert Architects Planners, 18422 103rd Avenue, Bothell, WA 98011 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in addition of 8,908 square foot sanctuary to the existing church building and would increase the existing total seating capacity within 0 square foot church building would converted to classroom and fellowship hall 0 square foot church building would be demolished and replaced with a 6,879 square foot addition which would include a and classrooms. The project site totals 168,630 square feet (3.87 acres) and is zoned Residential project includes the addition of 55 parking spaces by the end of phase 2, resulting in a 61 spaces would be available after the completion of phase 1. Access to the site would remain off of SE 164th Street via one A sensitive slope (grade between 25 and 40 percent) and t (Wetlands A and B). Wetland A would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the phase I): phase II): (phase I & II): Staff Recommends that the Environmental Review Committee issue ERC Report_Cedar Ridge Church_16 Avenue, Bothell, WA 98011 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in addition of 8,908 square foot sanctuary to the existing church building and would increase the existing total seating capacity within 0 square foot church building would converted to classroom and fellowship hall 0 square foot church building would be demolished and replaced with a 6,879 square foot addition which would include a and classrooms. The project site totals 168,630 square feet (3.87 acres) and is zoned Residential-8 (R-8). The proposed project includes the addition of 55 parking spaces by the end of phase 2, resulting in a 61 spaces would be available after the completion of phase 1. Access to the site would remain off of SE 164th Street via one A sensitive slope (grade between 25 and 40 percent) and two Category 3 (Wetlands A and B). Wetland A would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the 8,908 sf 6,879 sf 15,787 sf Staff Recommends that the Environmental Review Committee issue a ERC Report_Cedar Ridge Church_16-000128 Avenue, Bothell, WA 98011 The applicant is requesting Hearing Examiner Conditional Use Permit approval for the proposed addition to the Cedar Ridge Church. The proposed addition would occur in addition of 8,908 square foot sanctuary to the existing church building and would increase the existing total seating capacity within 0 square foot church building would converted to classroom and fellowship hall 0 square foot church building would be demolished and replaced with a 6,879 square foot addition which would include a and classrooms. The project site 8). The proposed project includes the addition of 55 parking spaces by the end of phase 2, resulting in a 61 spaces would be available after the completion of phase 1. Access to the site would remain off of SE 164th Street via one wo Category 3 (Wetlands A and B). Wetland A would have a standard buffer of 100 feet and Wetland B would have a standard buffer of 75 feet. Wetland buffer averaging is proposed to accommodate the a DN 464' - 0" 466' - 0" 468' - 0" 470' - 0" 472' - 0" 474' - 0" 476' - 0" 478' - 0" 480' - 0" 482' - 0" 484' - 0" 472' - 0" 472' - 0" 474' - 0" 474' - 0" 474' - 0" 476' - 0" 476' - 0" 476' - 0" 478' - 0" 478' - 0" 478' - 0" 480' - 0" 480' - 0" 480' - 0" 4 74 ' - 0 " 476' - 0" 478' - 0" 480' - 0" PROPOSED NEWCHURCH BUILDINGEXISTINGCHURCHBUILDINGN15' - 0"15' - 0"15' - 0"CATEGORY 3 WETLANDSCATEGORY3 WETLANDS1° 55' 14"130.00'NE88° 53' 00"150.00'SE1° 55' 14"100.00'NE88° 53' 00"768.02'SE47° 36' 51"334.08'SW88° 53' 00"678.92'NW15' - 0"0'15'30'60'20' - 0"FIRE LANEABCDEFPO W ER LINE EASEM ENT350' - 0"15' - 0"15' - 0"A V E R A G E D W E T L A N D B U F F E R 5 7 ' - 0"AVERAGED WETLAND BUFFER88' - 9"AVERAGED WETLAND BUFFER85' - 0"DETENTION PONDDETENTION PONDGRASSPARKINGGRASSPARKINGGRASSPARKINGDROPOFFAREASIDEWALKSIGNGH230' - 2"798' - 5"221' - 3"69' - 4"55' - 10"113' - 2"DRAWN BY:DATE:20011 Ballinger Way NEOffice #211Shoreline, WA 98155T: 206.367.3600E: Marlin.G@gabbertarchitects.com11411 SE 164TH ST RENTON, WA 9805511/17/2016 9:08:23 AMCEDAR RIDGE CHURCHCEDAR RIDGE CHURCHA1.0SITE PLAN14013AuthorSDIssue DateAuthor14013PARCELL NUMBER:0088000320ZONE:R-8MINIMUM LOT SIZE PER RMC4-2-110A:5,000 SQFTACTUAL LOT SIZE:469,630 SQFTMINIMUM LOT WIDTH PER RMC4-2-110A:50 FTACTUAL LOT WIDTH:230'-2"MINIMUM LOT DEPTH PER RMC4-2-110A:80 FTACTUAL LOT DEPTH:798'-5"MINIMUM FRONT YARD PER RMC4-2-110A:20 FTACTUAL FRONT YARD:221'-3"MINIMUM REAR YARD PER RMC4-2-110A:20 FTACTUAL REAR YARD:486'-9"MINIMUM SIDE YARD PER RMC4-2-110A:5 FTACTUAL SIDE YARD (NORTH):69'-4"ACTUAL SIDE YARD (EAST):55'-10"ACTUAL SIDE YARD (WEST):113'-2"SITE INFORMATION 1" = 30'-0"1SITE PLAN 1" = 200'-0"2VACINITY MAP COPYADA STALLS:STANDARD STALLS:TOTAL:Revision ScheduleRevisionNumberRevision DescriptionRevisionDateEXISTING BUILDING FOOTPRINT: 2,656 SQFTNEW SANCTUARY FOOTPRINT: 6,210 SQFTTOTAL BUILDING FOOTPRINT: 8,866 SQFT MAIN FLOOR: 6,210 SQFT BALCONY: 2,733 SQFT BASEMENT: 3,237 SQFTTOTAL: 12,180 SQ FTMAXIMUM BUILDING COVERAGE PER RMC4-2-110A: 50%ACTUAL BUILIDNG COVERAGE: 1.9%BUILDING COVERAGE:EXISTING BUILDING FOOTPRINT: 2,656 SQFTNEW SANCTUARY FOOTPRINT: +6,210 SQFTTOTAL FOOTPRINT: 8,866 SQFTSITE AREA: /469,630 SQFTPERCENTAGE OF SITE: 1.9%MAXIMUM NUMBER OF STORIES PER RMC4-2-110A: 2ACTUAL NUMBER OF STORIES: 2MAX WALL PLATE HEIGHT PER RMC4-2-110A: 24'-0"ACTUAL WALL PLATE HEIGHT: 24'-0"BUILDING INFORMATIONMAXIMUM IMPERVIOUS SURFACE AREA PER RMC4-2-110A:65%ACTUAL IMPERVIOUS SURFACE:7.5%IMPERVIOUS SURFACE:35,417 SQFTPAVEMENT: 26,551 SQFTROADS:22,005SIDEWALKS:4,156PORCH:390 BUILDING FOOTPRINT: 8,866 SQFTIMPERVIOUS SURFACEPARKING INFORMATION45660PARKING LOT LANDSCAPING: 3,752 SQFTGRASS PARKING:8,126 SQFT DNDNDNDNDNUPUPDNOPEN TO BELOW19' - 5"20' - 4"19' - 0"22' - 5"ClassroomClassroomUPPER LEVEL: 2,733 SQFTROOF OUTLINE OF EXISTING CHURCH BELOWROOFOUTLINE OFENTANCEBELOWClassroomNURSERY/ CRYROOMVESTIBULE12' - 0"9' - 5"60' - 0"42' - 9"59' - 9"58' - 8"9' - 2"14' - 2"UNDERSTAGEBAPTISMALMAIN LEVEL: 6,210 SQFTRETRACTABLE STAIR CASESSOUN D BOOTH 0'4'8'16'32'OUTLINE OF EXISTING CHURCH ABOVEBASEMENT OF EXITING CHURCHDRAWN BY:DATE:20011 Ballinger Way NEOffice #211Shoreline, WA 98155T: 206.367.3600E: Marlin.G@gabbertarchitects.com11411 SE 164TH ST RENTON, WA 9805511/17/2016 9:08:25 AMCEDAR RIDGE CHURCHCEDAR RIDGE CHURCHA2.0OVERALLFLOORPLANS14013AuthorSDIssue DateAuthor14013 1/8" = 1'-0"2BALCONY 1/8" = 1'-0"1NEW SANCTUARYNRevision ScheduleRevisionNumberRevision DescriptionRevisionDate MAIN FLOOR492' - 0"BALCONY LEVEL502' - 2"BASEMENT483' - 0"MAX PLATEHEIGHT508' - 5 5/8"6" 12"6" 12"GRADE PLANE484' - 6 1/8"24' - 0"40' - 1"ADDITIONAL 6FEET514' - 5 5/8"6' - 0"10' - 1"VARIANCE REQUEST OF 10'-1"VARIANCE HEIGHT524' - 7 1/32"EXISTING GRADEADDITIONAL HEIGHT ALLOWEDFOR SLOPED ROOFS GREATERTHAN 4"/12"MAIN LEVELEXISTING492' - 0"BALCONY LEVEL502' - 2"BASEMENT483' - 0"MAX PLATEHEIGHT508' - 5 5/8"GRADE PLANE484' - 6 1/8"24' - 0"6' - 0"10' - 1"ADDITIONAL 6FEET514' - 5 5/8"VARIANCE HEIGHT524' - 7 1/32"EXISTING GRADEADDITIONAL HEIGHT ALLOWEDFOR SLOPED ROOFS GREATERTHAN 4"/12"VARIANCE REQUEST OF 10'-1"DRAWN BY:DATE:20011 Ballinger Way NEOffice #211Shoreline, WA 98155T: 206.367.3600E: Marlin.G@gabbertarchitects.com11411 SE 164TH ST RENTON, WA 9805511/17/2016 9:08:28 AMCEDAR RIDGE CHURCHCEDAR RIDGE CHURCHA5.0OVERALLBUILDINGELEVATIONS14013AuthorSDIssue DateAuthor14013 1/8" = 1'-0"1NORTH ELEVATION 1/8" = 1'-0"2EAST ELEVATIONRevision ScheduleRevisionNumberRevision DescriptionRevisionDateGRADE PLANE CALCULATIONA = 480'-6" = 480.5'B = 483'-11" = 483.92'C = 490'-1" = 490.08'D = 484'-1" = 484.08'E = 483'-0" = 483.00'F = 488'-5" = 488.42'G = 490'-1" = 490.08'H = 483'-0" = 483.00'NORTH (A+B)= (480.5+483.92')/ 2= 482.21'EAST (A+D)= (480.5+484.08')/ 2= 482.29'SOUTH (G+H)= (490.08'+483.00')/ 2= 486.54'WEST (B+C)= (483.92'+490.08')/ 2= 487.00' TOTAL = 1938.04'/ 4 = 484.51'MAXIMUM WALL PLATE HEIGHT PER RMC4-2-110A:24'-0"ACTUAL WALL PLATE HEIGHT:24'-0"GRADE PLANE PER RMC4-11-070484.51'VERTICAL PROJECTIONS FROM WALL PLATES(PER RMC4-2-110D CONDITION 18) ALLOWS FORAN ADDITIONAL 6'-0" OF VERTICAL PROJECTIONFOR A ROOF WITH A PITCH EQUAL TO ORGREATER THAN 4:12ROOF PITCH:6:12VARIANCE REQUEST HEIGHT10'-1" MAIN FLOOR492' - 0"BALCONY LEVEL502' - 2"BASEMENT483' - 0"MAX PLATEHEIGHT508' - 5 5/8"GRADE PLANE484' - 6 1/8"24' - 0"6' - 0"10' - 1"ADDITIONAL 6FEET514' - 5 5/8"VARIANCE HEIGHT524' - 7 1/32"EXISTING GRADEADDITIONAL HEIGHT ALLOWEDFOR SLOPED ROOFS GREATERTHAN 4"/12"VARIANCE REQUEST OF 10-1"MAIN FLOOR492' - 0"BALCONY LEVEL502' - 2"BASEMENT483' - 0"MAX PLATEHEIGHT508' - 5 5/8"GRADE PLANE484' - 6 1/8"10' - 1"6' - 0"24' - 0"ADDITIONAL 6FEET514' - 5 5/8"VARIANCE HEIGHT524' - 7 1/32"EXISTING GRADEADDITIONAL HEIGHT ALLOWEDFOR SLOPED ROOFS GREATERTHAN 4"/12"VARIANCE REQUEST OF 10'-1"DRAWN BY:DATE:20011 Ballinger Way NEOffice #211Shoreline, WA 98155T: 206.367.3600E: Marlin.G@gabbertarchitects.com11411 SE 164TH ST RENTON, WA 9805511/17/2016 9:08:30 AMCEDAR RIDGE CHURCHCEDAR RIDGE CHURCHA5.1OVERALLBUILDINGELEVATIONS14013AuthorSDIssue DateAuthor14013 1/8" = 1'-0"1SOUTH ELEVATION 1/8" = 1'-0"2WEST ELEVATIONRevision ScheduleRevisionNumberRevision DescriptionRevisionDateGRADE PLANE CALCULATIONA = 480'-6" = 480.5'B = 483'-11" = 483.92'C = 490'-1" = 490.08'D = 484'-1" = 484.08'E = 483'-0" = 483.00'F = 488'-5" = 488.42'G = 490'-1" = 490.08'H = 483'-0" = 483.00'NORTH (A+E)= (480.5+483.00')/ 2= 481.75'EAST (B+F)= (483.92'+488.42')/ 2= 486.17'SOUTH (C+G)= (490.08'+490.08')/ 2= 490.08'WEST (D+H)= (484.08'+483.00')/ 2= 483.54'TOTAL = 1941.54'/ 4 = 485.385' ADVISORY NOTES TO APPLICANT LUA16-000128 February 18, 2016 Name: Cedar Ridge Church Expansion Application Date:11411 SE 164th St Renton, WA 98055-5213 Site Address: PLAN - Planning Review - Land Use Version 1 | December 22, 2016 Engineering Review Comments Contact: Ian Fitz-James | 425-430-7288 | ifitz-james@rentonwa.gov Recommendations: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE:December 21, 2016 TO:Jill Ding, Senior Planner FROM:Ian Fitz James, Civil Plan Reviewer SUBJECT:Utility and Transportation Comments for the Cedar Ridge Church Expansion 11411 SE 164th Street LUA 16 000128 I have reviewed the application for the Cedar Ridge Church Expansion located at 11411 SE 164th Street and have the following comments: EXISTING CONDITIONS WATER: Water service is provided by Soos Creek Water and Sewer District. A water availability certificate was received by the City on February 18, 2016. SEWER: Sewer service is provided by Soos Creek Water and Sewer District. A sewer availability certificate was received by the City on February 18, 2016. STORM: There are two Threshold Discharge Areas (TDA) on site. Most of the northeastern portion of the site flows north to the southern frontage of 164th Street NE. This portion of the site is part of the Lower Cedar River drainage basin. The rest of the site flows south and is part of the Soos Creek drainage basin. There is a small northern portion of the site that is part of the Soos Creek drainage basin. Please see the description below. The eastern driveway for 11417 SE 164th Street (parcel NE of church parcel), serves at the high point for the drainage along the southern frontage of SE 164th Street. From this high point, a ditch conveys stormwater west, under the western driveway for 11417 SE 164th Street, and then to the corner of SE 164th Street and 113th Avenue SE. Drainage conveyed west from this high point is part of the Soos Creek drainage basin. Heading east from the high point, stormwater is conveyed by a 12” storm drain with type 1 catch basins. This storm drain conveys the majority of the drainage from the northeastern portion of the site. This drainage is part of the Lower Cedar River drainage basin. The piped conveyance drains to the public storm drain in 116th Avenue NE. At the second type 1 catch basin east of the driveway, COR Facility ID #137670, a private French drain from the south is intercepted. According to the property owner of 11417 SE 164th Street, the French drain runs through his property back to the church. Also according to the owner, the French drain has capacity issues and occasionally results in flooding of his yard and the yard of 11421 SE 164th Street. The City of Renton does not have any formal drainage complaints in this area. Drainage from the southern portion of the site flows to existing wetlands. This portion of the site is part of the Soos Creek drainage basin. STREETS: SE 164th Street adjacent to the site is classified as a residential access street. The existing right of way along SE 164th Street is approximately 60 feet. The width of the pavement is approximately 40 feet. There is no curb or sidewalk along the site frontage. CODE REQUIREMENTS WATER COMMENTS 1.Review of the water plans will be conducted by Soos Creek Water and Sewer District and the Renton Fire Authority. 2.Plans approved by Soos Creek Water and Sewer District shall be routed to the City for final review prior to permit issuance. SEWER COMMENTS 1.Review of the sewer plans will be conducted by Soos Creek Water and Sewer District. 2.Plans approved by Soos Creek Water and Sewer District shall be routed to the City for final review prior to permit issuance. STORM DRAINAGE COMMENTS 1.Effective January 1, 2017, the City of Renton will be adopting a new stormwater manual. A draft of the new stormwater manual is available on the City’s website. All projects vested after January 1, 2017 will be subject to these new stormwater requirements. Please refer Page 1 of 4Ran: January 02, 2017 ADVISORY NOTES TO APPLICANT LUA16-000128 PLAN - Planning Review - Land Use Version 1 | December 22, 2016 Engineering Review Comments Contact: Ian Fitz-James | 425-430-7288 | ifitz-james@rentonwa.gov to RMC 4 1 045 for information regarding project vesting. 2.A complete drainage report in accordance with the 2017 City of Renton Surface Water Design Manual is required with the construction permit submittal. All core and special requirements to the City of Renton shall be addressed in the final TIR. 3.A Preliminary Technical Information Report (TIR) completed by Touma Engineers was submitted to the City on February 18, 2016. The Preliminary TIR was assembled in accordance with the 2009 King County Surface Water Design Manual as amended by the City of Renton. The site is approximately 2.55 acres in size and contains a church, gravel parking lot and driveway, grass, and trees. The site contains two Threshold Discharge Areas (TDAs) and is located in the City’s Flow Control Duration Standard (Forested Conditions). One TDA is tributary to the Lower Cedar River and the other is to Soos Creek. The original TIR was written to account for a two phase project. Phase 1 of the project was to build a new church building west of the existing church building and a new asphalt parking lot. Phase 2 of the project was to expand and remodel the existing church building. The new site plan has eliminated all of Phase 2, revised the new building design, and altered the parking lot design. The new parking lot is significantly smaller than what was proposed before and includes several grass parking stalls. A new TIR was not submitted with the new site plan. The original TIR proposed a wetvault to meet the northern basin’s flow control and water quality requirements and a wetpond to meet the southern basin’s flow control and water quality requirements. The new site plan proposes two detention ponds to meet the flow control requirements. The final TIR should evaluate whether the southern detention pond is still necessary due to the reduced scope of work. The site is subject to the Enhanced Basic Water Quality treatment standards. The Enhanced Basic Water Quality treatment standards may be reduced to the Basic Water Quality Treatment standards provided that an exception in Section 1.2.8.1 of the 2017 Renton Surface Water Design Manual is met. A wetpond is not a permitted Enhanced Basic Water Quality treatment device. On site BMPs satisfying Core Requirement #9 will be required for the site. On site BMPs shall be implemented as shown in Section C.1.3.2 of the 2017 Renton Surface Water Design Manual. 4.Locate and display the existing French drain that drains north from the project site to the Type 1 Catch Basin (COR Facility #137670) north of 11417 SE 164th Street on the drainage site plan. Show and explain how you plan to accommodate drainage from this French drain in the construction plans and final TIR. 5.A Geotechnical Report completed by Nelson Geotechnical Associates and dated September 25, 2015 was submitted to the City on February 18, 2016. Per the report, this site is unsuitable for large scale stormwater infiltration. Per the report, pervious pavement, bio swales, or rain gardens may be feasible in specific areas of the site. An amendment to the geotechnical report shall be included to evaluate feasibility of the required On Site BMPs per Section C.1.3.2 of the 2017 Renton Surface Water Design Manual. See Section C.1.3 for the complete soils report requirements. 6.A Construction Stormwater General Permit from the Washington Department of Ecology will be required if clearing of the site exceeds one acre. 7.The development is subject to a system development charge (SDC) for stormwater of $0.641 per square foot of new impervious surface area, but not less than $1,608.00. The SDC listed is for 2017. The SDC that is current at the time of construction permit issuance will be levied. TRANSPORTATION/STREET COMMENTS 1.The 2017 transportation impact fee rate for a church is $2.68 per square foot of building. The transportation impact fee that is current at the time of building permit issuance will be levied. 2.Per RMC 4 6 060, right of way dedication and street frontage improvements are required for new construction or additions valued at over $50,000. SE 164th Street is classified as a residential access street. Per RMC 4 6 060, the minimum right of way width for a residential access street is 53’. The minimum paved roadway width is 26’ consisting of 2 – 10’ travel lanes and a 6’ parking lane on one side of the street. A 0.5’ curb, 8’ planter, and 5’ sidewalk are required along the frontage. Per the King County Assessor’s Map, the existing right of way width for SE 164th Street is approximately 60’. No right of way dedication is required for SE 164th Street. Page 2 of 4Ran: January 02, 2017 ADVISORY NOTES TO APPLICANT LUA16-000128 PLAN - Planning Review - Land Use Version 1 | December 22, 2016 Engineering Review Comments Contact: Ian Fitz-James | 425-430-7288 | ifitz-james@rentonwa.gov Curb ramps per WSDOT and ADA standards shall be constructed as necessary to allow for pedestrian connectivity to the surrounding paved shoulders. 3.The new drive access / aisle and all roads used for fire access shall meet all standards put forth by the Renton Fire Authority. 4.A Traffic Impact Report completed by Christopher Faulkner and dated January 30, 2016 was submitted to the City on February 18, 2016. A Traffic Impact Analysis is required when estimated vehicular traffic from a proposed development exceeds 20 vehicles per hour in either the AM (6:00 – 9:00) or PM (3:00 – 6:00) peak periods of a weekday. The Engineer states that the proposed project does not meet either of these thresholds. Using the Church Land Use (No. 560) in the ITE Manual, it was confirmed that the Church will generate approximately 7 vehicles per hour in both the AM and PM peak weekday periods. Thus, a Traffic Impact Analysis is not required. In addition, the Engineer met with the Church leadership and provided a list of times when the site will be used. The list is provided below. •Sunday Morning worship service from 9:00 AM to 11:00 AM •Wednesday Night Bible study starting at 6:30 PM •Friday Night youth group from 7:00 PM to 9:00 PM None of the above uses conflict with peak travel times defined by the City. The report also notes that a Church office does not currently exist and one is not proposed. 5.Per RMC 4 6 060, public street frontages along commercial sites with proposed buildings larger than 5,000 square feet in size are required to conform to the City’s street lighting standards. A street lighting plan shall be submitted with the construction permit submittal. 6.Paving and trench restoration within the City of Renton right of way shall comply with the City’s Street Restoration and Overlay requirements. GENERAL COMMENTS 1.The SDCs listed are for 2017. The fees that are current at the time of the building permit application will be levied. Please see the City of Renton website for the current SDCs. 2.Retaining walls or rockeries that are 4’ or taller from bottom of footing will require a separate building permit. Structural calculations and plans prepared by a licensed engineer will be required. 3.The survey and all civil plans shall conform to the current City of Renton survey and drafting standards. Current drafting standards can be found on the City of Renton website. 4.A final survey that is stamped and signed by the professional land surveyor of record will need to be provided. All existing utilities need to be surveyed and shown. Please reference COR Maps for mapping and records of existing utilities in the project vicinity. 5.A separate plan submittal will be required for a construction permit for utility work and street improvements. All plans shall be prepared by a licensed Civil Engineer in the State of Washington. 6.A final tree removal/retention plan and landscape plan shall be included with the civil plan submittal. 7.When construction plans are complete, please contact the City to schedule an intake meeting. Construction permit submittal includes three (3) copies of the plans, two (2) copies of the drainage report, an electronic copy of each, the permit application, an itemized construction estimate, and application fee to the counter on the sixth floor. 8.Separate permits and fees for side sewers and water services shall be obtained from Soos Creek Water and Sewer District. Police Plan Review Comments Contact: Cyndie Parks | 425-430-7521 | cparks@rentonwa.gov Fire Review - Building Comments Contact: Corey Thomas | 425-430-7024 | cthomas@rentonrfa.org Recommendations: Environmental Impact Comments: 1.Fire impact fees are applicable at the rate of $0.36 per square foot of commercial space. This fee is paid at time of building permit Page 3 of 4Ran: January 02, 2017 ADVISORY NOTES TO APPLICANT LUA16-000128 PLAN - Planning Review - Land Use Version 1 | December 22, 2016 Fire Review - Building Comments Contact: Corey Thomas | 425-430-7024 | cthomas@rentonrfa.org issuance. Code Related Comments: 1.The preliminary fire flow is 1,750 gpm based on a fully fire sprinklered building. A minimum of one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. One hydrant also is required within 50 feet of the fire department fire sprinkler connection. There appears to be one existing hydrant within 300 feet of the proposed building. An on site water main extension is required to provide adequate fire flow, one new hydrant and an adequately sized main to supply the required fire sprinkler system. An updated water availability certificate is required from Soos Creek Water and Sewer District that can demonstrate that 1,750 gpm is available at this location. 2.Approved fire sprinkler and fire alarm systems are required throughout the building. Separate plans and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system. The use of a voice type fire alarm system would be required for full time private school occupancy. 3.Fire department apparatus access roadways are required within 150 feet of all points on the building. Fire lane signage required for the on site roadway. Required turning radius are 25 feet inside and 45 feet outside. Roadways shall be a minimum of 20 feet wide. Roadways shall be fully paved and support a minimum of a 30 ton vehicle and 75 psi point loading. 4.An electronic site plan is required prior to occupancy for pre fire planning purposes. 5.An annual place of assembly permit is required through the fire department. 6.An automated external defibrillator is required if the final occupant load is over 300 persons. 7.Separate plans and permits shall be submitted to the Renton Fire Department for kitchen hood fire suppression systems. Transportation Engineering Review Comments Contact: Brianne Bannwarth | 425-430-7299 | bbannwarth@rentonwa.gov Recommendations: Traffic Concurrency Test passed. See documents folder for report. Page 4 of 4Ran: January 02, 2017 C) THE PORTION OF THE SE 1/4 OF THE NE 1/4 OFSECTION29,TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M. CITY OF RENTON,STATE OF WASHINGTON 116th AVE SE GRAPHIC SCAlE I I I I SURVEY NOTES ME1}IOO USED:FIELD TRAVERSE IH ACRIAL BASIS OF BEARING:13th AVE SE fSO1O?OOW).4j.BENCHMARK:CIW OFRENTON 3”BRASS DISK W/FUNCH MAR’AT ThENTERSE154thSI&16h AVE SE ELSE/AEON 45608’(NASA 85)// / / // / / .,/ ///I / /I /I // / / ------- 1J31hASE -—-—-— C .---.———/7 —————— /--———.——ii / / / / / // / / / / / LEGAL DESCRIPTION / LEGEND TREE TO BE REMOVED TREE TO RE RETAINED OWNER INFORMATION SURVEYOR INFORMATION EMAil; DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: December 22, 2016 TO: Jill Ding, Senior Planner FROM: Brianne Bannwarth, Development Engineering Manager SUBJECT: Traffic Concurrency Test – Cedar River Church Expansion; File No. LUA16-000128 The applicant is requesting Hearing Examiner Conditional Use Permit, Environmental (SEPA) Review, and a Height Variance for a proposed addition to the Cedar Ridge Church. The proposed addition would include a 3,237 square foot basement, 6,210 square foot main floor, and 2,733 square foot balcony for a total area of 12,180 square feet. The proposal would increase the existing total seating capacity within the church to 301. The existing original 2,540 square foot church building would remain and would be converted to classroom and fellowship hall space. The project site totals 168,630 square feet (3.87 acres) and is zoned Residential-8 (R-8). The proposed project includes the addition of 20 parking spaces, resulting in a total of 60 parking spaces on site. Access to the site would remain off of SE 164th Street via one curb cut. A SEPA Determination of Non-Significance was issued on March 21, 2016. The proposed development would generate a reduction in approximately 111 net new average weekday daily trips. During the weekday AM peak hour, the project would generate approximately 7 net new trips (4 inbound and 3 outbound). During the weekday PM peak hour, the project would generate a reduction of approximately 7 net new trips (4 inbound and 3 outbound). The proposed project passes the City of Renton Traffic Concurrency Test per RMC 4-6-070.D as follows: Transportation Concurrency Test – Cedar River Church Expansion Page 2 of 3 December 22, 2016 Traffic Concurrency Test Criteria Pass Implementation of citywide Transportation Plan Yes Within allowed growth levels Yes Project subject to transportation mitigation or impact fees Yes Site specific street improvements to be completed by project Yes Traffic Concurrency Test Passes Evaluation of Test Criteria Implementation of citywide Transportation Plan: As shown on the attached citywide traffic concurrency summary, the city’s investment in completion of the forecast traffic improvements are at 130% of the scheduled expenditure through 2016. Within allowed growth levels: As shown on the attached citywide traffic concurrency summary, the calculated citywide trip capacity for concurrency with the city adopted model for 2016 is 79,353 trips, which provides sufficient capacity to accommodate the reduction of 111 trips from this project. A resulting 79,242 trips are remaining. Project subject to transportation mitigation or impact fees: The project will be subject to transportation impact fees at time of building permit for the project. Site specific street improvements to be completed by project: The project will be required to complete all internal and frontage street improvements for the building prior to occupancy. Any additional off-site improvements identified through SEPA or land use approval will also be completed prior to final occupancy. Background Information on Traffic Concurrency Test for Renton The City of Renton Traffic Concurrency requirements for proposed development projects are covered under Renton Municipal Code (RMC) 4-6-070. The specific concurrency test requirement is covered in RMC 4-6-070.D, which is listed for reference: D. CONCURRENCY REVIEW PROCESS: 1. Test Required: A concurrency test shall be conducted by the Department for each nonexempt development activity. The concurrency test shall determine consistency with the adopted Citywide Level of Service Index and Concurrency Management System established in the Transportation Element of the Renton Comprehensive Plan, according to rules and procedures established by the Department. The Department shall issue an initial concurrency test result describing the outcome of the concurrency test. Transportation Concurrency Test – Cedar River Church Expansion Page 3 of 3 December 22, 2016 2. Written Finding Required: Prior to approval of any nonexempt development activity permit application, a written finding of concurrency shall be made by the City as part of the development permit approval. The finding of concurrency shall be made by the decision maker with the authority to approve the accompanying development permits required for a development activity. A written finding of concurrency shall apply only to the specific land uses, densities, intensities, and development project described in the application and development permit. 3. Failure of Test: If no reconsideration is requested, or if upon reconsideration a project fails the concurrency test, the project application shall be denied by the decision maker with the authority to approve the accompanying development activity permit application. The Concurrency Management System established in the Transportation Element on page XI-65 of the Comprehensive Plan states the following: Based upon the test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, payment of a Transportation Mitigation Fee, and an application of site specific mitigation, development will have met City of Renton concurrency requirements. Image capture: Aug 2014 © 2016 Google Street View - Aug 2014 Renton, Washington 10997 SE 168th St Page 1 of 110997 SE 168th St -Google Maps 10/19/2016https://www.google.com/maps/@47.4523284,-122.1933109,3a,75y,355.85h,89.76t/data=... 1,128 94 City of Renton Print map Template This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Cross and Crown Lutheran Church and Preschool Sanctuary Ridge: 30' Bell Tower: 45' 11/14/2016 Legend 64032 THIS MAP IS NOT TO BE USED FOR NAVIGATION Feet Notes 64 WGS_1984_Web_Mercator_Auxiliary_Sphere Information Technology - GIS RentonMapSupport@Rentonwa.gov City and County Boundary Other City of Renton Addresses Parcels Zoning RC-Resource Conservation R1-Residential 1 du/ac R4-Residential 4 du/ac R6-Residential - 6 DU/AC R8-Residential 8 du/ac R10-Residential 10 du/ac R14-Residential 14 du/ac RMF-Residential Multi-Family RMH-Residential Manufactured Homes CN-Commercial Neighborhood CV-Center Village CA-Commercial Arterial UC-Urban Center CD-Center Downtown COR-Commercial Office/Residential CO-Commercial Office IL-Industrial - Light IM-Industrial - Medium IH-Industrial - Heavy Overlay Districts Image capture: Jul 2015 © 2016 Google Street View - Jul 2015 Renton, Washington 16845 128th Ave SE Page 1 of 116845 128th Ave SE -Google Maps 10/19/2016https://www.google.com/maps/@47.4519673,-122.1699208,3a,37.5y,116.03h,84.65t/data... 2,257 188 City of Renton Print map Template This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Renton Park Elementary School Roof Peak 42'-45' 11/14/2016 Legend 128064 THIS MAP IS NOT TO BE USED FOR NAVIGATION Feet Notes 128 WGS_1984_Web_Mercator_Auxiliary_Sphere Information Technology - GIS RentonMapSupport@Rentonwa.gov City and County Boundary Other City of Renton Addresses Parcels Zoning RC-Resource Conservation R1-Residential 1 du/ac R4-Residential 4 du/ac R6-Residential - 6 DU/AC R8-Residential 8 du/ac R10-Residential 10 du/ac R14-Residential 14 du/ac RMF-Residential Multi-Family RMH-Residential Manufactured Homes CN-Commercial Neighborhood CV-Center Village CA-Commercial Arterial UC-Urban Center CD-Center Downtown COR-Commercial Office/Residential CO-Commercial Office IL-Industrial - Light IM-Industrial - Medium IH-Industrial - Heavy Overlay Districts Image capture: Aug 2014 © 2016 Google Street View - Aug 2014 Renton, Washington 16183 Edmonds Ave SE Page 1 of 116183 Edmonds Ave SE -Google Maps 10/19/2016https://www.google.com/maps/@47.4583493,-122.1859735,3a,37.5y,284.13h,90.78t/data... 564 47 City of Renton Print map Template This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. Renton Church of God Ridge 35' 11/14/2016 Legend 32016 THIS MAP IS NOT TO BE USED FOR NAVIGATION Feet Notes 32 WGS_1984_Web_Mercator_Auxiliary_Sphere Information Technology - GIS RentonMapSupport@Rentonwa.gov City and County Boundary Other City of Renton Addresses Parcels Zoning RC-Resource Conservation R1-Residential 1 du/ac R4-Residential 4 du/ac R6-Residential - 6 DU/AC R8-Residential 8 du/ac R10-Residential 10 du/ac R14-Residential 14 du/ac RMF-Residential Multi-Family RMH-Residential Manufactured Homes CN-Commercial Neighborhood CV-Center Village CA-Commercial Arterial UC-Urban Center CD-Center Downtown COR-Commercial Office/Residential CO-Commercial Office IL-Industrial - Light IM-Industrial - Medium IH-Industrial - Heavy Overlay Districts