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Home My WebLink AboutHEX_Exhibits_CP-22CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT REPORT TO THE HEARING EXAMINER, EXHIBITS Project Name: Fire Station 15 Project and Land Use File Numbers: PR17000490 / LUA17-000632, ECF, CU-H, SA-A, MOD Date of Hearing November 21, 2017 Staff Contact Clark H. Close Senior Planner Project Contact Mary Jo Lux, Schreiber Starling Whitehead Architects, 901 5th Ave Seattle, WA 98164 Project Location 1404 N 30th St, Renton, WA 98056 The following exhibits were entered into the record: Exhibit 1: Environmental Review Committee Report Exhibit 2: Neighborhood Detail Map Exhibit 3: Detailed Site Plan Exhibit 4: Conceptual Project Rendering Exhibit 5: Environmental Checklist Exhibit 6: Topography Map Exhibit 7: Architectural Elevations (A4.01, A4.02 and A4.03) Exhibit 8: Color Building Elevations (P1.03, P1.04, P1.05, and P1.06) Exhibit 9: Floor Plans (A3.01 and A3.02) Exhibit 10: Tree Retention, Landscape, Irrigation Plans (L0.01, L1.01, L1.02, and L2.01) Exhibit 11: Civil Construction Plan Set, Fire Station (12 Sheets – C1.01 – C4.2) Exhibit 12: Construction Mitigation Description Exhibit 13: Geotechnical Engineering Report, prepared by HWA GeoSciences, Inc., dated August 31, 2017 Exhibit 14: Preliminary Technical Information Report, prepared by LPD Engineering, PLLC, dated September 22, 2017 Exhibit 15: Trip Generation Memorandum, prepared by Transpo Group, dated July 11, 2017 Exhibit 16: Tree Assessment Report (Level 2), prepared by Urban Forestry Services, Inc., dated September 13, 2017 Exhibit 17: Advisory Notes to Applicant Exhibit 18: Hearing Examiner Staff Recommendation (dated November 21, 2017) Exhibit 19: Environmental “SEPA” Determination, ERC Mitigation Measures and Notice Exhibit 20: Street Modification Request Exhibit 21: Fire Response Zone Maps Exhibit 22: Wellhead Protection Area Zone 2 Map DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ERC REPORT 17-000633 ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE: October 30, 2017 Project Name: Fire Station 15 Project File Number: PR17000490 Land Use File Number: LUA17-000632, ECF, CU-H, SA-A, MOD Project Manager: Clark H. Close, Senior Planner Owner/Applicant: Michael Kirk, City of Renton Director of Facilities, 1055 S Grady Way, Renton, WA 98057 Contact: Mary Jo Lux, Schreiber Starling Whitehead Architects, 901 5th Ave Seattle, WA 98164 Project Location: 1404 N 30th St, Renton, WA 98056 Project Summary: The applicant is requesting Administrative Site Plan Review, Hearing Examiner Conditional Use Permit, State Environmental Policy Act (SEPA) Review, and a street modification request for the construction of a new fire station (Fire Station 15) in the Kennydale Neighborhood. The 1.09-acre site is located at 1404 N 30th St. The vacant parcel is currently a split zoned parcel. Approximately the first 120 feet of the property from N 30th St is located within the Commercial Neighborhood (CN) zoning classification and Residential High Density (RHD) land use designation. The north portion of the property is located within the Residential-6 (R-6) zoning classification and Residential Medium Density (RMD) land use designation. Improvements to property include a new 7,497 square foot fire station at the south part of the lot and a new water reservoir at the northern portion of the lot. The two projects are proposing to share an access drive along the west side of the property and a second driveway would be located closer to the east property line for fire truck exiting. The site slopes from north to south from approximately 226 feet to 208 feet (18 feet). The site is located within the Wellhead Protection Area Zone 2. The two projects would be constructed in two phases. Construction of the fire station would begin in February 2018 and end on December 2018. Exterior improvements include parking, driveways, landscaping, pedestrian sidewalks, and stormwater improvements. The applicant has identified 21 significant trees onsite and proposes to retain one (1) tree along the west side of the property. The following reports have been submitted with the land use application: Preliminary Technical Information Report, Arborist Tree Assessment, Trip Generation Assessment, and Geotechnical Report. Site Area: 47,538 SF (1.09 acres) STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance – Mitigated (DNS-M). N 30TH ST N 31ST ST N 32ND ST N 29TH STBURNETT AVE NPARK AVE NKENNEWI CK PL NEHIGHWAY 405HIGHWAY 405Fire Station 15 June, 2017 Neighborhood Detail Map P1.01 N Scale: 1" = 100'-0"P1.01 Neighborhood Detail Map1 2 2 1 222 226 224 223 218 2 1 7 216 214 213 209208 2132 12211209208 207 220 2 2 5 215 21013+00 14+00 Site Plan Legend PROPERTY LINE EXISTING TOPO LINES - SEE SURVEY UTILITIES - SEE CIVIL 215 NON-PERMEABLE CONCRETE PAVING - SEE CIVIL PERMEABLE CONCRETE PAVING - SEE CIVIL ASPHALT PAVING - SEE CIVIL Site Notes 1. Construction limits, spot elevations, grades and site utilities indicated for reference only, see Civil drawings for requirements. 2. Paving indicated for reference only, see Civil and Landscape drawings for requirements. 3. Landscaping indicated for reference only, see Landscape drawings for requirements. 4. Electrical site utilities described for reference only, see Electrical drawings for requirements. 5. Comply with City of Renton requirements for all W ork in ROW. 6. Provide construction fence at limits of construction. Minimum fence height shall be six feet. Provide gates as necessary. 7. Field verify all relevant existing conditions and dimensions prior to the start of Work. Notify Architect immediately of any discrepancies. 8. Protect all existing conditions to remain on site and adjacent to Work area. Notify Architect of any damage to existing condtions to remain and restore or replace to original condition. 9. Confirm all underground utility locations prior to the start of Work and protect all existing conditions to remain. 10.Confirm locations of adjacent overhead utilites and protect all existing conditions to remain. A4.01 5 NORTH 30TH STREET PROJECT SEPARATION LINE RETAINING WALL 15' REAR SETBACK 10-FT LANDSCAPE BUFFERPATIO SLIDING SECURITY GATE FLAGPOLE RETAINING WALL PROPOSED FIRE STATION #15 CONCRETE RETAINING WALL FIRE HYDRANT PATIO FIREFIGHTER ENTRANCE GENERATOR TRASH ENCLOSURE PROPERTY LINE TYP FUTURE ROW ROAD EXTENSION SETBACK POST MOUNTED KEY PAD FENCE & MAN GATE 40' - 0 5/8"11' - 0"11' - 0"156' - 11 3/4" ROW CL SIDEWALK 21' - 10 3/16"21' - 11 9/16"43' - 9 3/4"8' - 0 7/16"(E) UTILITY POLE16' - 2"8' - 0"8' - 0"8' - 0"7' - 4"NEW FENCE AT EAST PROPERTY LINE NEW FENCE AT WEST PROPERTY LINE NEW FENCE AT NORTH PROPERTY LINE ADA PARKING SIGN CONCRETE APRON302' - 9 1/4"302' - 9 1/4"PARCEL: 334210-3245 ZONE: CN PROPERTY LINE / ZONE CHANGE CN ZONER-6 ZONECN ZONEPROPOSED CN ZONE(CURRENT R-6 ZONE)LIGHT POLE- SEE ELECT CONCRETE APRON BIKE RACK PROPOSED CONSTRUCTION TRAILER LOCATION ENCLOSURE SCREENINGFS #15RESERVOIRCONCRETE CURB RETAINING WALL @ PROP LINE- SEE CIVIL TYPICAL CURB- SEE CIVIL SLIDING GATE MOTOR PUBLIC PARKING (E) STORM DRAIN TO BE RELOCATED- SEE CIVIL 30' - 0 5/8"7 G 15' - 0"52' - 0"LOCATE BUILDING AT GRID INTERSECTION G-7. SEE CIVIL FDC PROPOSED RESERVOIR 10' - 0" 6" 16' - 0" 6" 6"6"24' - 0"20' - 0"4' - 6" 4' - 6"6"20' - 0"6"18' - 0"24' - 0"TYP 9' - 0" AREA SEPARATION LINE STEPPING STONES- SEE LANDSCAPE 14' - 2 5/8" 38' - 6 13/16" Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: A1.01 Site Plan Conditional Use Permit Fire Station 15 August 18, 2017 N Scale: 1" = 20'-0"A1.01 Site Plan2 .HQQ\GDOH)LUH6WDWLRQDQG5HVHUYRLU3URMHFW)LUH6WDWLRQ&RQFHSWXDO'HVLJQAerial View First Floor ELEV. = 0' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 Average Grade ELEV. = 0' - 2 1/2"BUILDING HEIGHT = 23' - 6 1/2"= 212.0' = 212.2' = 235.75' HORIZONTAL SIDING PANEL- TAUPE HORIZONTAL SIDING PANEL- TAN VERTICAL SIDING PANEL- RED HORIZONTAL SIDING PANEL- TAUPE OVERHEAD DOOR TYP STOREFRONT ROOF & FASICA- GRAY BOLLARD TYP METAL DOOR TYP ANTENNAS- MOUNTED TO SIDE OF WALL 6 5 4 3 27 13' - 0"5' - 0"23' - 0"40' - 0"10' - 0"7' - 3"5 A4.03 EXISTING GRADE AVERAGE GRADE FALL PROTECTION ANCHOR TYP NEW GRADE First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.02 NEW GRADE Average Grade ELEV. = 0' - 2 1/2"CONCRETE RETAINING WALL HORIZONTAL SIDING PANEL- TAUPE VERTICAL SIDING PANEL- RED WINDOW TYP ROOF & FASCIA- GRAY WINDOW COLUMN- GRAY BUILDING HEIGHT = 23' - 6 1/2"STOREFRONT = 212.0' = 212.2' = 235.75' ABCDEGHJF 2 A4.02 4 A4.02 3 A4.02 6"9' - 0"9' - 0"5' - 6"3' - 6" 1' - 6" 7' - 6"9' - 0"10' - 10" 5' - 8" 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4"9' - 0"4' - 0"14' - 0"2' - 0"CONDUCTOR HEAD & DOWNSPOUT TYP EXISTING GRADEAVERAGE GRADE HORIZONTAL SIDING PANEL- TAN First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 Average Grade ELEV. = 0' - 2 1/2" = 212.0' = 212.2' = 235.75'BUILDING HEIGHT = 23' - 6 1/2"METAL COLUMN- GRAY ROOF & FASCIA- GRAY HORIZONTAL SIDING PANEL- TAUPE DOOR TYP BIFOLD DOOR TYP BOLLARD TYP WINDOW TYP STOREFRONT HORIZONTAL SIDING PANEL- TAUPE VERTICAL SIDING PANEL - RED STRUCTURAL FRAMING ROOF & FASCIA- GRAY HORIZONTAL SIDING PANEL- TAN VERTICAL SIDING PANEL- RED 65432 7 13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" CLERESTORY STOREFRONT 3' - 0" 5 A4.03 GUTTER TYP FALL PROTECTION ANCHOR TYP EXISTING GRADE NEW GRADE First Floor ELEV. = 0' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.02 Average Grade ELEV. = 0' - 2 1/2" HORIZONTAL SIDING PANEL- TAN ROOF- GRAY BUILDING HEIGHT = 23' - 6 1/2"HORIZONTAL SIDING PANEL- TAUPE WINDOW TYP FASCIA & GUTTER- GRAY VERTICAL SIDING PANEL- RED HORIZONTAL SIDING PANEL- TAUPE STOREFRONT VERTICAL SIDING PANEL- RED = 212.0' = 212.2' = 235.75' A B C D E G H JF 2 A4.02 4 A4.02 9' - 0" 27' - 4" 5' - 0" 24' - 0" 5' - 0" 5' - 4" 4' - 6"5' - 8" 3 A4.02 FALL PROTECTION ANCHOR TYP NEW GRADE EXISTING GRADE SMALLEST RECTANGLE TO ENCLOSE ENTIRE STRUCTURE BUILDING FOOTPRINT 6' OFFSET AVERAGE GRADE CALCUALTIONS ORDINANCE NUMBER 5576 NORTH: (212.5+214.9) / 2 = 213.7 EAST: (214.9 + 213.5) / 2 = 214.2 SOUTH: (213.5 + 207.9) / 2 = 210.7 WEST: (207.9 + 212.5) / 2 = 210.2 848.8 / 4 = 212.2 = EXISTING AVG GRADE ELEVATION 212.5' ELEVATION 213.1' ELEVATION 214.9' ELEVATION 216.0' ELEVATION 213.8' ELEVATION 213.6'ELEVATION 207.9' ELEVATION 208.0' FS-15 BUILDING 6' - 0"6' - 0"6' - 0"6' - 0"First Floor ELEV. = 0' - 0" Average Grade ELEV. = 0' - 2 1/2" BUILDING 6' - 0"CONCRETE RETAINING WALL METAL SLAT SWINGING GATES TRASH / RECYCLE BINS BEHIND GATES 6" 14' - 0" 6" 29' - 4" METAL SLAT ENCLOSURE 3' - 0"B Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: 17-000172 A4.01 Exterior Elevations Conditional Use Permit Fire Station 15 August 18, 2017 Scale: 1/8" = 1'-0"A4.01 Exterior Elevation - North1 Scale: 1/8" = 1'-0"A4.01 Exterior Elevation - East2 Scale: 1/8" = 1'-0"A4.01 Exterior Elevation - South (N 30th Street)3 Scale: 1/8" = 1'-0"A4.01 Exterior Elevation - West4 Scale: 1/8" = 1'-0"A4.01 Exterior Elevation - Trash Enclosure5 First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Low Roof ELEV. = 10' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 LOBBY STATION OFFICE OFFICER'S OFFICE 65432 7 A5.01 1 A5.01 2 A5.01 3 A5.01 4 A5.01 5 APPARATUS BAY SHOPADA RESTROOM 13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" 5 A4.033' - 0" First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Mezzanine ELEV. = 11' - 0"Low Roof ELEV. = 10' - 0" Mezzanine Roof ELEV. = 19' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 65432 7 A5.01 6 13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" APPARATUS BAY BUNKER GEARLAUNDRYSHOWER MEZZANINE DAY ROOM KITCHEN A5.01 2 A5.01 1 5 A4.03 ROOFTOP MECHANICAL UNIT First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Low Roof ELEV. = 10' - 0" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 65432 7 A5.01 1 A5.01 2 A5.01 10 13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" 3' - 0" DECON APPARATUS BAYFITNESSCORRIDORBUNK 2 5 A4.03 First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Mezzanine ELEV. = 11' - 0"Low Roof ELEV. = 10' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.03 2 A4.03 3 A4.03 4 A4.03 65432 7 DINING HALL HALL ALCOVE APPARATUS BAY HOSE STORAGE 5 A4.03 MECHANICAL CHASE 4' - 0"4' - 0"13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" ROOFTOP MECHANICAL UNIT ON CONCRETE CURB Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: 17-000172 A4.02 Building Sections Conditional Use Permit Fire Station 15 August 18, 2017 Scale: 1/8" = 1'-0"A4.02 EW Section - Lobby1 Scale: 1/8" = 1'-0"A4.02 EW Section - Mezzanine2 Scale: 1/8" = 1'-0"A4.02 EW Section - Bunk Rooms4 Scale: 1/8" = 1'-0"A4.02 EW Section - Chase3 First Floor ELEV. = 0' - 0" Mezzanine ELEV. = 11' - 0"Low Roof ELEV. = 10' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.02 MEZZANINE LAUNDRY FITNESS HALL HALL ROOFTOP MECHANICAL UNIT ON CURB ABCDEGHJF A5.01 10 SIM MEDICAL OFFICER'S OFFICE 5' - 0" 5' - 8" 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4"9' - 0" 2 A4.02 4 A4.02 5' - 8 1/4" 3 A4.02 MECHANICAL CHASE First Floor ELEV. = 0' - 0" Low Roof ELEV. = 10' - 0" 1 A4.02 BUNK 1 BUNK 2 BUNK 3 BUNK 4KITCHENDINING ABCDEGHF 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4" 9' - 0" A5.01 5 SIM A5.01 10 SIM 3' - 8"1' - 2" ADA RESTROOM A5.02 3 A6.02 7 2 A4.02 4 A4.02 3 A4.02 First Floor ELEV. = 0' - 0" Low Roof ELEV. = 10' - 0" 1 A4.02 CORRIDORLOBBY ABCDEGHF 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4" 9' - 0" A5.01 10 SIMP2P2 A5.02 1 2 A4.02 4 A4.02 3 A4.02 3' - 0"1' - 2" First Floor ELEV. = 0' - 0" Mezzanine ELEV. = 11' - 0" Mezzanine Parapet ELEV. = 23' - 9" 1 A4.02 APPARATUS BAY ABCDEGHJF 5' - 0" 4' - 0" 1' - 11" 12' - 5"12" A6.02 7 OPP 5' - 8" 4' - 6" 5' - 4" 5' - 0" 12' - 0" 12' - 0" 5' - 0"27' - 4" 9' - 0" 2 A4.02 4 A4.02 3 A4.02 A5.02 2 SIM 1' - 2"3' - 0" First Floor ELEV. = 0' - 0" App Bay Roof ELEV. = 21' - 0" Low Roof ELEV. = 10' - 0" 1 A4.02 BCDEGHF 2 A4.02 4 A4.02 3 A4.02 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4" 1' - 2"3' - 2"5' - 6" 3' - 6" 1' - 6" 7' - 6" 9' - 0"6" 9' - 0" BUNKER GEARSHOP HOSE STORAGE DECON CUSTODIAL Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: 17-000172 A4.03 Building Sections Conditional Use Permit Fire Station 15 August 18, 2017 Scale: 1/8" = 1'-0"A4.03 NS Section- Mezzanine3 Scale: 1/8" = 1'-0"A4.03 NS Section- Station House1 Scale: 1/8" = 1'-0"A4.03 NS Section- Corridor2 Scale: 1/8" = 1'-0"A4.03 NS Section- App Bay4 Scale: 1/8" = 1'-0"A4.03 NS Section- Support5 Fire Station 15 June, 2017 North Elevation P1.03 Fire Station 15 June, 2017 East Elevation P1.04 Fire Station 15 June, 2017 South Elevation P1.05 Fire Station 15 June, 2017 West Elevation P1.06 UP 1 A4.02 1 A4.03 2 A4.03 3 A4.03 4 A4.03 A4.01 1 A4.012 A4.01 3 A4.01 4 STATION OFFICE 103 APPARATUS BAY 119 LOBBY 100 LAUNDRY 114 FITNESS 113 BUNK 4 112 BUNK 3 111 BUNK 2 110 BUNK 1 109 DECON 121 CUSTODIAL 120 HOSE STORAGE 122 BUNKER GEAR 123 DAY ROOM 108 DINING 107 KITCHEN 106 PATIO PATIO SHOP 124 PANTRY 105 DOUBLE CHECK VALVE ASSEMBLY SPRINKLER RISER COMM 117 ADA RESTROOM 101 HALL 102A OFFICER'S OFFICE 104 8' - 1"14' - 7"4' - 8"3' - 2"1' - 10"24' - 0"2' - 4"2' - 8"5' - 4"CORRIDOR 102 HALL 102DHALL 102C HALL 102B LOCKERS 102E ALCOVE 119A 100101 102-1102-2102B108-1107 109 110 111 112 102A 102D 123 103104117 114113-1124120108-2 102C 119-4119-3 ADA SHOWER 115 SHOWER 116 1162' - 1"2' - 1 1/2"EQ3' - 0"EQ1' - 9" 3' - 0" 2' - 0" 3' - 0" 7' - 3" 3' - 0" 3' - 0" 2' - 0" 3' - 4" 4' - 8" MIN 18"24"40"16"44"140"40"108"28"32"40"64"72"96"56"654 13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" 32 7 A B 5' - 8" 4' - 6" 5' - 4" 5' - 0" 24' - 0" 5' - 0" 27' - 4"9' - 0"C D E G H J 3' - 0" 3' - 3" 11" 5' - 10" 7' - 8" 3' - 4" 2' - 11"2' - 1"1' - 7 1/2"F 2' - 8 1/2" 4' - 7"7' - 6" 7' - 0" 9' - 6"10' - 6"1' - 3"2' - 0"4' - 6"12"3' - 6"4" 3' - 4" 1' - 4" 23' - 0" 4' - 0" 14' - 0" 4' - 0" 14' - 0" 4' - 0"2' - 1"7' - 5"113-248" 24" 10' - 0" 4' - 6"1 5/8"106 2' - 1"1' - 0" 8' - 10" 8' - 10" 8' - 8" 2" 8' - 10"EQ3' - 0"EQEQ3' - 0"EQEQ3' - 0"EQ55"32 1/2"5' - 6" 2" 7 5/8"MIN18".3' - 6" 3' - 6"2"2" 11' - 0" 2' - 10"MIN18".4"11"3' - 0"11"3' - 0"2' - 0" 3' - 4" 4' - 8" 7 5/8" INTERIOR BOLLARD- TYP OF (9)MIN18".MIN18".MIN18".LOCATE BUILDING AT GRID INTERSECTION G-7. SEE CIVIL W4 W4 W4 W4 W4 W4 W2W2 W1 W1 W4 W4 W4 7 5/8" W1 W4 P4 P2 P3 P3 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 W4 W4 W2A W2 3"3"3"3"16' - 0"34' - 8"16' - 0"9' - 6" 5' - 6 1/2" 3' - 0" MEDICAL 118 115 118 5' - 6" 12' - 0" 5' - 6" 11' - 0" 18' - 0"1 5/8"1 5/8"2 A4.02 4 A4.02 18"4' - 0" 14' - 0" 4' - 0" 14' - 0" 119-1 119-2 3 A4.02 5 A4.03 3"3"3"3" W1 P2 P2 P1 P1 P2 FD FD FD FD FD FD FD FD FD FD FD FD FEC FE 2 A4.03 3 A4.03 MEZZANINE 201 MECHANICAL CHASE CORRIDOR BELOW APP BAY BELOW COMPRESSOR 543 C D E F 4' - 5 3/8" ALIGN MEZZANINE SLAB W/ FACE OF WALL BELOW W5 P2 W1 P2 P2 2 A4.02 5' - 0"5' - 0"3 A4.02 Floor Plan Notes 1. Wood stud walls are dimensioned to face of stud UON 2. CMU walls are dimensioned to face of CMU UON 3. Dimensions noted as clear are from final finished surface to final finished surface. 4. See Sheet A7.2 for interior partition types. Interior partitions to be type P2 if not marked otherwise 5. See Sheet A6.1 for exterior wall types. Exterior wall types to match elevations 6. See slab plans A2.1 & A2.2 as well as Structural drawings for recessed slabs. 7. See Structural drawings for AESS (Architecturally Exposed Structural Steel) members. All exposed steel structure including columns, beams and metal deck shall be painted 8. Structural, Mechanical, and Electrical components identified on architectural plans are for general information and are not intended to fully describe such features - refer to Structural, Mechanical, and Electrical drawings for a full description. 9. All conduit, piping, and ductwork to be concealed UON or in an exposed ceiling space. Paint all exposed conduits, piping and ductwork 10.Provide blocking and backing for wall-mounted materials, accessories, equipment, and furnishings - Coordinate with all other disciplines. See FF&E plans A3.2 for additional wall backing locations. Floor Plan Legend DS Downspout- See FEC Fire Extinguisher Cabinet- Recessed - See TB-XX MB-XX Tackboard (TB) CFCI, Markerboard (MB) CFCI & Flat screen monitor (FS) OFCI- See Schedule on A9.1- Refer to interior elevations for dimensioned locations FE Fire Extinguisher- Wall Mounted PB-XX FS-XX Floor drain & sump- See Mech- 2' x 2' square sump @ 1/8" per foot FD MW Microwave DW Dishwasher FEC Fire Extinguisher Cabinet FE Fire Extinguisher - Wall Mounted HR Hose Reel AD Air Drop Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: 17-000172 A3.01 Floor Plans Conditional Use Permit Fire Station 15 August 18, 2017 N Scale: 1/8" = 1'-0"A3.01 First Floor Plan1 N Scale: 1/8" = 1'-0"A3.01 Mezzanine Plan2 UP STATION OFFICE APPARATUS BAY LOBBY LAUNDRY FITNESS BUNK 4 BUNK 3 BUNK 2 BUNK 1 DECON CUSTODIAL HOSE STORAGE BUNKER GEAR DAY ROOM DINING KITCHEN PATIO PATIO SHOPCHARGINGPANTRY DOUBLE CHECK VALVE ASSEMBLY SPRINKLER RISER COMM ADA RESTROOM R R R R F OFFICER'S OFFICE DW MW MURPHY BEDW D FUTURE AID CAR FS-15 ENGINE LOCKERS CORRIDOR1 A4.02 1 A4.03 2 A4.03 3 A4.03 4 A4.03 A4.01 1 A4.012 A4.01 3 A4.01 4 PHOTOS HOSE RACK (OFOI) EXTRACTOR (OFOI) SOAP DISPENSER (OFOI) DRYER CABINET (OFOI) CHAIN STORAGE CLEAR AREA FOR BI-FOLD DOORS LOCKER- TYP OF (20)5' - 0"4' - 6"LOCKERS HR HR 35 GALLON SOAP (OFOI) AD AD SHOWER ADA SHOWER HALL HALL HALL HALL PROPOSED HAM RADIO LOCATION BROCHURES65432 7 A B C D E G H J 5' - 8"4' - 6"5' - 4"5' - 0"24' - 0"5' - 0"27' - 4"9' - 0"13' - 0" 5' - 0" 23' - 0"40' - 0"10' - 0" F DF TV TV TV TV BOLLARD TYP 12"24"TV WALKWAY4' - 5"4' - 0"5' - 0"3' - 0"10' - 0"6' - 3"4' - 0"2' - 6"4' - 6" 3' - 6" 9' - 0"11' - 8 1/4"11' - 8 1/4"3' - 6"5' - 6"7' - 0"2' - 10"21' - 2"3' - 4"18"2' - 6"2' - 0"4' - 6 5/8"4' - 0"4' - 10"4' - 0"4' - 10"4' - 0"4' - 6 5/8"2' - 0"4' - 11 3/4" MEDICAL 2 A4.02 4 A4.02 2' - 6" 2' - 6"1' - 3"3 A4.02 24" 24" 5 A4.03 6' - 9"ALERTING FE FEC MEZZANINE 2 A4.03 3 A4.03 MECH CHASE CORRIDOR BELOW APP BAY BELOW COMPRESSOR 543 C D E F 2 A4.02 3 A4.02 5' - 0"24' - 0"5' - 0"5' - 0" 23' - 0" Floor Plan Notes 1. Wood stud walls are dimensioned to face of stud UON 2. CMU walls are dimensioned to face of CMU UON 3. Dimensions noted as clear are from final finished surface to final finished surface. 4. See Sheet A7.2 for interior partition types. Interior partitions to be type P2 if not marked otherwise 5. See Sheet A6.1 for exterior wall types. Exterior wall types to match elevations 6. See slab plans A2.1 & A2.2 as well as Structural drawings for recessed slabs. 7. See Structural drawings for AESS (Architecturally Exposed Structural Steel) members. All exposed steel structure including columns, beams and metal deck shall be painted 8. Structural, Mechanical, and Electrical components identified on architectural plans are for general information and are not intended to fully describe such features - refer to Structural, Mechanical, and Electrical drawings for a full description. 9. All conduit, piping, and ductwork to be concealed UON or in an exposed ceiling space. Paint all exposed conduits, piping and ductwork 10.Provide blocking and backing for wall-mounted materials, accessories, equipment, and furnishings - Coordinate with all other disciplines. See FF&E plans A3.2 for additional wall backing locations. Floor Plan Legend DS Downspout- See FEC Fire Extinguisher Cabinet- Recessed - See TB-XX MB-XX Tackboard (TB) CFCI, Markerboard (MB) CFCI & Flat screen monitor (FS) OFCI- See Schedule on A9.1- Refer to interior elevations for dimensioned locations FE Fire Extinguisher- Wall Mounted PB-XX FS-XX Floor drain & sump- See Mech- 2' x 2' square sump @ 1/8" per foot FD MW Microwave DW Dishwasher FEC Fire Extinguisher Cabinet FE Fire Extinguisher - Wall Mounted HR Hose Reel AD Air Drop Client Project No: Date: SSW Architects Project No: CAG-17-046 17001 COR Permit No: 17-000172 A3.02 FF&E Plans Conditional Use Permit Fire Station 15 August 18, 2017 N Scale: 1/8" = 1'-0"A3.02 First Floor FF&E1 N Scale: 1/8" = 1'-0"A3.02 Mezzanine FF&E2 PROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4CONSTRUCTION FENCING3TREE PROTECTION FENCING2CITY OF RENTION STD 215.10- STABILIZED CONSTRUCTION ENTRANCE11NOT USED10NOT USED9NOT USED8SEDIMENT SUMP & PUMP7NOT USED6NOT USED5CITY OF RENTON STD 214.00 - SILT FENCE1CITY OF RENTON STD 216.30 - CATCH BASIN FILTER PROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1124" BOLT-LOCKING MANHOLE RING & COVER9COR STD PLAN 204.00 - RECTANGULAR FRAME5COR STD PLAN 204.00 - RECTANGULAR FRAME3COR STD PLAN 202.00 - CB INSTALLATION2COR STD PLAN 201.00 - CB TYPE 21COR STD PLAN 200.00 - CB TYPE 1“” 2'-4" INSIDE RIM FLOWA 514"2'-0"INSIDE2'-012"OUTSIDEB 2'-0"2'-8"6'-9"5"5"7'-1"OUTSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIM2'-0"BBH 6"AAINLET STUB(OPTIONAL)OUTLET STUBOUTLET PIPEFROM FLOWKITFILTRATIONBAY INLETPERMANENT POOL LEVELACCESS COVERCONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTOROPTIONAL SLOPED LIDCORNER ELEVATIONSTO BE SPECIFIED BYENGINEERSTORMFILTERCARTRIDGE TYP.FLOWKIT TYP.CLEANOUTACCESS PLUGON WEIR WALLPERMANENTPOOL ELEVATIONCARTRIDGESUPPORT TYP.CATCHBASIN FOOT(TYP. OF 4)FINISHED GRADEWEIR WALLFLOATABLES BAFFLELIFTING EYE(TYP. OF 4)VANED INLET GRATE(SOLID COVEROPTIONAL)1'-0"COLLARPLAN VIEWSECTION A-ASECTION B-BCATCHBASIN FOOT(TYP. OF 4)FILTRATIONBAY INLET TYP.OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #290.02490.13381007.5ZPG348.20'348.20'-346.30'8"NONOCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)MINIMUM HYDRAULIC DROP (H)27"18"18" DEEP3.05'2.3'3.3'2 gpm/ft²22.51 gpm/ft²2 gpm/ft²1 gpm/ft²2 gpm/ft²1 gpm/ft²11.25157.5157.5STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUMOF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONSARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.CARTRIDGE SELECTIONINLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"PEAK HYDRAULIC CAPACITY1.01.01.8OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"OUTLETINLETCONFIGURATIONSSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:2-CARTRIDGE DEEP CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETOUTLETINLETINLETINLETSD #260.02390.12491007.5ZPG347.22'347.22'-344.90'8"NONOPROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4TRENCH DRAIN3CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT2BRENTWOOD STORMTANK MODULE DETENTION SYSTEM1NOT USED PROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS5CLEAN-OUT TO GRADE2FOOTING DRAIN11NOT USED10DISCHARGE PAD9FLOW CONTROL STRUCTURE (FCS)6AREA DRAIN8BIO-RETENTION AREA PROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11CONCRETE CURB WALL10COR STD PLAN 103- CURB AND GUTTER REPLACEMENT DETAILS9COR STD PLAN 101 - CEMENT CONCRETE CURBS8ADA SIGN W/POST7PLASTIC WHEEL STOP6CONCRETE VERTICAL CURB TYPICAL5ASPHALT CONCRETE TRANSITION3ADA STALL AND BLOCKOUT STRIPING2CONCRETE STRIP AND WALKWAY1HEAVY DUTY CONCRETE PAVEMENT PROEERALENGI NFESSION NOTGS T AT ATWFOE NIHSEREDREGISLA U RI EJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4CDF TRENCH BACKFILL3COR STD PLAN 403.1 - 8" OR 6" SSCO1COR STD PLAN 300.0 WATER PLAN GENERAL NOTES2COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION11NOT USED10NOT USED9NOT USED8HEAVY DUTY PERMEABLE PAVEMENT6COR STD PLAN 330.2 CONCRETE BLOCKING5COR STD 310.1 FIRE HYDRANT ASSEMBLYOR7ASPHALT PAVEMENT - HEAVY DUTY Fire Station 15 Construction Mitigation Description Proposed Construction Dates: February 2018- December 2018 Proposed Hours of Construction: Per 4-4-030 C.: Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through Friday. Actual hours within this time period will vary dependent upon the contractor. Haul hours shall be restricted to the hours between eight-thirty (8:30) a.m. and three-thirty (3:30) p.m., Monday through Friday unless otherwise approved in advance by the Development Services Division. Proposed Hauling and Transportation Routes: The hauling and transportation to the site will be from interstate freeway 405 to N 30th St. the construction entrance will be at the southeast corner of the site. A second construction entrance will be provided for the Reservoir project. Measures to Minimize Dust, Traffic and Transportation Impacts: The TESC system will be designed in accordance with the City of Renton Core Requirement #5 and the Department of Ecology (DOE) Construction Stormwater Pollution Prevention Plan (SWPPP). TESC facilities will include: · Stabilized construction entrance · Silt fencing · Catch basin inserts · Tree protection as necessary · Sediment tank as necessary (10,000 gallons minimum) · Other miscellaneous sediment control facilities · Special Hours of Operation: Fire Station 15 1404 N 30th St, Renton, WA Technical Information Report September 22, 2017 Prepared by: LPD Engineering, PLLC 1932 1st Avenue Suite 201 Seattle, WA 98101 Contact: Laurie J. Pfarr, P.E. (206) 725-1211 Prepared for: Schreiber Starling Whitehead Architects 901 5th Avenue #3100 Seattle, WA 98164 Contact: Keith Schreiber, AIA (206) 682-8300 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 | 425.821.3665 | MEMORANDUM Date: July 11, 2017 TG:1.16532.00 To: Keith Schreiber From: Dan McKinney, Transpo Group Subject: Renton Fire Station #15 Trip Generation The purpose of this memorandum is to provide a trip generation assessment for the proposed Renton Fire Station #15. Specifically, this document identifies daily and peak hour trip generation associated with the fire station based on employees, visitors, and emergency calls. Project Description The proposed Fire Station #15 is located in the City of Renton at 1404 N 30th Street and consist of one single building: a single-story fire station totaling approximately 7,500 gross square feet. Site development includes an access drive, fire apparatus aprons (front and drive-thru rear aprons), employee and public parking areas, pedestrian access walkways, and associated landscape areas. The proposed schematic concept includes two apparatus bays in conformance with program for height, width, and length. The bays have drive-through capability. Apparatus support and station office functions are located directly adjacent to the apparatus bays. The western component houses the dining/kitchen/day room with direct access to outside and the back of the house includes training room functions, gear storage and bunking rooms. The addition of a new fire station will provide improved response times for fire and emergency services in the Kennydale neighborhood and the Renton Regional Fire Authority service area, relieving some of the current load placed on Fire Stations 11, 12 and 16. The station will in operation at all hours of the day every day of the week to provide emergency response to the local area. Three employees are on-shift at all times, with shifts extending for a full 24 hours. Trip Generation The following section describes anticipated trip generation for Fire Station #15. Since rates for fire stations are not published in the Institute of Transportation Engineers (ITE) Trip Generation (9th Edition, 2012), the anticipated trip generation described below was estimated based on information provided by the Renton Regional Fire Authority (RFA). Trips can be broken down into three categories: fire station staff, visitors/miscellaneous trips, and emergency calls. Fire Station Staff Fire Station #15 will have capacity for three employees. Employees will work 24-hour shift periods, with shift changes occurring daily at 8:00 a.m. Assuming two trips per employee (one inbound and one outbound) per day, a total of 6 trips per day is expected. Since shift changes are anticipated to occur during the AM peak hour, no PM peak hour employee-generated trips are expected. Visitors and Miscellaneous Trips In addition to employee-generated trips, visitor/miscellaneous trips are expected in the form of public visits and any delivery or maintenance trips. As a result, a total of 20 non-employee trips was estimated (10 entering and 10 exiting) during an average weekday. 20 percent of these trips are expected to occur during the AM and PM peak periods, or 2 trips during the AM peak hour and 2 trips during the PM peak hour. Title: Murray, Smith & Associates, Inc., - Kennydale 320 Zone Reservoir Project Level 2, Basic Tree Assessment Renton, Washington Prepared for: Murray, Smith & Associates, Inc. Attn: Jenna Anderson 601 Union St, Suite 622 Seattle, WA 98101 Prepared by: Urban Forestry Services, Inc. Mr. Paul H. Thompson ASCA Registered Consulting Arborist #509 ISA Certified Arborist® #PN-1838A ISA Tree Risk Assessment Qualified Date: September 13th, 2017 CONTENTS: Summary Introduction Findings and Recommendations Method of Assessment Tree Assessment Site Plan Plan Overview Plan North Area Plan South Area Tree Assessment Matrix Definitions Critical Root Zone Explanation General Tree Protection Guidelines Assumptions and Limitations Summary Of 32 trees assessed at 1404 N 30th St., Renton, Washington, 4 trees are recommended for removal due to their poor condition, 30 trees are recommended for removal because of construction impact, and 2 trees are recommended for protection, with one located offsite and one onsite. Pruning is recommended for one of the retained trees onsite. Methods for protecting the trees are enclosed. It is also recommended that an ISA Certified Arborist® monitor the clearing and grading around the retained trees. Introduction As requested by Jenna Anderson of Murray, Smith & Associates, Inc., on October 5, 2016, I assessed 32 trees for health, condition and risk of failure in a Level 2 Basic Assessment at 1404 N 30th St., Renton, WA 98056. In addition to assessing the health, condition and risk of failure of the 32 trees, Urban Forestry Services, Inc., was asked to complete this assessment to determine the impact of DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 2 LUA17-000632 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use action. Planning: (Contact: Clark H. Close, 425-430-7289, cclose@rentonwa.gov) 1. RMC section 4-4-030C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial and other nonresidential construction activities shall be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m. and eight o’clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division’s approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING – Protected Trees” or on each side of the fencing if less than fifty feet (5 0'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines (2007) and /or your U.S. Fish and Wildlife Service permit. Development Engineering: (Contact: Ian Fitz-James, 425-430-7288, IFitz-James@rentonwa.gov) 1. See Attached Development Engineering Memo dated October 23, 2017. Fire Authority: (Contact: Corey Thomas, 425-430-7024, cthomas@rentonwa.gov) 1. Preliminary fire flow is 1,750 gpm. Two fire hydrants are required. One within 150-feet and one within 300-feet. One hydrant exists across the street. One new hydrant shall be provided and be within 50- feet of the fire department connection for the fire sprinkler system. ADVISORY NOTES TO APPLICANT Page 2 of 2 LUA17-000632 2. Approved fire sprinkler and fire alarm systems are required throughout all the buildings. Direct outside access is required to the fire sprinkler riser room. Fire alarm system is required to be fully addressable and full detection is required. Separate plans and permits required by the fire department. 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 support a minimum of a 30-ton vehicle and 75-psi point loading. 4. Separate plans and permits are required for any proposed fuel tanks for on -site generators. Technical Services: (Contact: Amanda Askren, 425-430-7369, aaskren@rentonwa.gov) 1. Reviewed, no comment. Community Services: (Contact: Leslie Betlach, 425-430-6619, lbetlach@rentonwa.gov) 1. Reviewed, no comment. Police: (Contact: Sandra Havlik, 425-430-7520, shavlik@rentonwa.gov) 1. Reviewed, no comment. Building: (Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov) 1. Recommendations of the geotechnical report must be followed as a condition of building permits. 2. Update geotechnical report to reflect 2015 International Code criteria. K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: October 23, 2017 TO: Clark Close, Senior Planner FROM: Ian Fitz-James, Civil Engineer III SUBJECT: Utility and Transportation Comments for Fire Station 15 LUA17-000632 I have reviewed the application for Fire Station 15 located at 1404 N. 30th Street (KC Parcel Number 3342103245): and have the following comments: EXISTING CONDITIONS The site is approximately 1.09 acres in size and is rectangular in shape. The southern 0.71 acres of the site is the location of the proposed Fire Station 15. The northern 0.38 acres of the site is the location of the proposed Kennydale Reservoir. The site is currently vacant with large grassy areas and some trees. The existing conditions below apply to the whole parcel. WATER: Water service is provided by the City of Renton. The site is in the Highlands service area in the 435’ hydraulic pressure zone. The approximate static water pressure is 98 psi at a ground elevation of 210’. There is an existing 12” water main south of the site in N. 30th Street that can deliver 2,800 gallons per minute (gpm). Reference project file WTR2700456 in COR Maps for record drawings. The site is served by an existing 3/4” domestic water service. There are two existing fire hydrants in the vicinity of the site. One is located across N. 30th Street from the site’s southwest corner (COR Facility ID HYD-N-00001). The other is located at the southwest corner of N. 30th Street and Interstate 405 ramp approximately 215’ from the site’s southeast corner. SEWER: Sewer service is provided by the City of Renton. There is an existing 8” concrete sewer flowing from east to west south of the site in N. 30th Street. There is also an existing 8” concrete sewer flowing from north to south along the eastern boundary of the site. The sewer begins at a manhole (COR Facility ID MH3489) approximately 130’ feet north of the site’s southeast corner and connects to the sewer main in N. 30th Street mentioned above. Reference Project File WWP2700179 in COR Maps for record drawings of both sewer mains. STORM DRAINAGE: The project site is currently vacant. The site consists of grassy areas with some trees scattered throughout. The site slopes gently from the northeast to the southwest. There is no existing on-site conveyance system. There is an existing 12” piped conveyance system that flows from east to west along N. 30th Street frontage. There are two type 1 catch basins along the project frontage that drain to this conveyance system. One is near the site’s Fire Station 15 – LUA17-00632 Page 2 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx southeast corner (COR Facility ID 134250). The other is located near the site’s southwest corner (COR Facility ID 134231). The City does not have record drawings for this system. STREETS: N. 30th Street south of the site is classified as a minor arterial street. The N. 30th Street existing street section consists of a pavement width of approximately 42’ with a 13’ travel lane in each direction and an 8’ parking lane on both sides of the street. A 0.5’ curb and a 5’ concrete sidewalk directly behind the curb exist along each side of the pavement. The existing right of way width for N. 30th Street is approximately 60’ for the majority of the frontage per the King County Assessor’s Map. The existing right of width for N. 30th Street adjacent to a portion of the eastern frontage is 72’ per the King County Assessor’s Map. WATER COMMENTS 1. The utility plan shows one new fire hydrant on private property. The hydrant is served off of the new 16” water main that will be installed in the shared driveway to serve the new Kennydale Reservoir north of the Fire Station. All fire hydrants on private property shall be located in a public utility easement. 2. A fire sprinkler stub with a double detector check valve assembly (DDCVA) in an exterior underground vault within private property per COR Std. Plan 360.2 is required. The DDCVA may be installed in the building if it meets the conditions as shown on COR Std. Plan 360.5 for the installation of a DDCVA inside a building. The utility plan shows a 4” fire line connected to the new 16” water main that will serve the new Kennydale Reservoir. The DDCVA is shown in a sprinkler riser room in the rear of the building in the submitted architectural plans. A post indicator valve (PIV) per City standards is required on the fire line. The fire sprinkler stub and appurtenance shall be sized by a registered fire sprinkler designer / contractor. A Fire Department Connection (FDC) is provided at the corner of the shared driveway and rear parking lot. The FDC is within 50’ from the proposed fire hydrant. Per COR Std. Plan 360.5, the DDCVA shall be within 50’ of the public water main easement boundary or right of way line. The DDCVA as shown is 96’ from the water main. This is not in compliance with COR Std. Plan 360.5. The plans submitted for construction permit review shall be revised to show compliance. 3. The utility plan shows a 2” domestic water service and meter for domestic water use. The service is connected to the new 16” water main that will serve the new Kennydale Reservoir. The plan shows the meter on private property. The meter shall be located in a public utility easement. A reduced pressure backflow assembly (RPBA) shall be installed behind the meter within private property. The RPBA shall be installed in an above ground heated enclosure per COR Std. Plan 350.2. The RPBA may be located inside the building if a drainage outlet for the relief valve is provided and the location is approved by the City Plan Reviewer and City Water Utility Department. The submitted architectural plans do not show a location for the RPBA in the building. Fire Station 15 – LUA17-00632 Page 3 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx 4. The utility plan shows the existing 3/4” water meter being relocated and reused for irrigation service. The plan shows the meter located on private property in the garage drive aisle. This meter should be located outside of the drive aisle and contained in a public utility easement if on private property. A double check valve assembly (DCVA) on private property is required behind the meter per COR Std. Plan 340.8. 5. Water system improvements shall be designed in accordance with Appendix J of the City’s 2012 Water System Plan. Adequate horizontal and vertical separation between new water mains and other existing and proposed utilities (sewer lines, storm drains, gas lines, power and communication ducts) shall be provided for the operation and maintenance of the water main. Retaining walls, rockeries, or similar structures cannot be installed over the water main unless the water main is installed inside of a steel casing. 6. The site is located within Zone 2 of the City’s Aquifer Protection Area. 7. Per RMC 4-1-180B-2b, City-owned properties are exempt from all system development charges. SEWER COMMENTS 1. The utility plan shows a new 6” side sewer connecting to the existing 8” sewer main along the eastern property frontage. The new side sewer shall run at a slope of at least 2% from the building to the main. 2. The utility plan shows a new oil/water separator located outside of the building in the garage drive aisle. All wastewater from the garage area shall be routed through this oil/water separator. A specification for the oil/water separator should be included with the construction plans. The oil/water separator shall be approved by the City Plan Reviewer and City Wastewater Utility Department prior to construction permit issuance. 3. A 10’ utility easement will be required for the existing sewer main along the eastern property line. 4. Per RMC 4-1-180B-2b, City-owned properties are exempt from all system development charges. STORM DRAINAGE COMMENTS 1. A drainage plan and Technical Information Report (TIR) prepared by LPD Engineering dated September 22, 2017 were submitted to the City as part of the site plan submittal. The site is located in the City’s Peak Rate Flow Control Standard (Existing Site Conditions). The site is located in the East Lake Washington drainage basin. The TIR was completed in accordance with the standards found in the 2017 Renton Surface Water Design Manual (RSWDM). All nine core and six special requirements were addressed. Fire Station 15 – LUA17-00632 Page 4 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx The project proposes to route the majority of the on-site impervious surfaces to a Brentwood Stormtank Detention system located between the Fire Station and N. 30th Street to meet Core Requirement #3 – Flow Control Facilities. A flow control riser tee is located downstream of the detention system. The TIR shows that the 2-yr and 100-year peak runoff rates are matched but the 10-year runoff rate is not matched. Per Section 1.2.3.1 of the 2017 RSWDM, the developed peak discharge rates must match the existing peak discharge rates for the 2-yr, 10-yr, and 100-yr return periods. The project will be required to show compliance with this requirement at the time of construction permit review to satisfy Core Requirement #3. The Stormtank system, Stormfilter or other water quality treatment facility, bioretention facility, pervious pavement, catch basin, and stormwater conveyance on the site will be private maintained. A recorded stormwater covenant for maintenance of the stormwater facilities and on-site BMPs will be required. The Stormtank system as proposed does not meet the requirements for a detention tank per Section 5.1.2 or a detention vault per Section 5.1.3. The revised TIR and construction plans shall clearly show how the Stormtank system meets all of the requirements of either a detention tank or detention vault. If not all of the requirements can be met, a stormwater adjustment per Section 1.4 would have to be submitted and approved prior to issuance of the construction permit. City staff would not support an adjustment to omit requirements related to access, maintenance, height, sediment storage, or ventilation. A simple conveyance calculation was submitted in the TIR. The engineer shows that the pipe segment that discharges stormwater from the site to the City’s piped stormwater conveyance system can convey the 25-year flow from the entire site if it were impervious. This conveyance calculation is shown to demonstrate compliance with Core Requirement #4 – Conveyance System. As the Fire Station will require a commercial building permit, Enhanced Basic Water Quality treatment is required unless such treatment is waived or reduced by the area- specific exceptions found in Section 1.2.8.1 to satisfy Core Requirement #8 – Water Quality Facilities. According to the TIR, the project proposes approximately 8,965 square feet of pollution generating impervious surface (PGIS). The project proposes to treat the PGIS from the shared driveway and the driveway from the Fire Station to N. 30th Street using a Stormfilter system. A Stormfilter system is an acceptable treatment option for Basic Water Quality treatment however it is not acceptable as a standalone option for Enhanced Basic Water Quality treatment. The plans and TIR should be updated to show compliance the Enhanced Basic Water Quality treatment standard by providing an Enhanced Basic Water Treatment facility per Section 6.1.2 unless exempted per Section 1.2.8.1 for all PGIS on the site. PGIS with permeable pavement may be exempted for the water quality standards if the Soil Treatment Exemption found in Section 1.2.8 is met for the soils underneath the pavement. If this exemption is pursued a letter from a Fire Station 15 – LUA17-00632 Page 5 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx geotechnical engineer will be required stating that all of the criteria are met. Permeable pavement alone is not a water quality treatment facility. The TIR and plans do not show treatment of the drive apron on the north side of the building. This area needs to be treated by an acceptable water quality facility. The areas on the southern end of the shared driveway and the driveway between the Fire Station and N. 30th Street that are not being treated by a water quality treatment facility are less than 5,000 square feet in area. The project is required to implement on-site BMPs per Section 1.2.9 to satisfy Core Requirement #9 – On-Site BMPs. On-site BMPs need to be evaluated in order of preference as required per Section 1.2.9.2.2. This evaluation should be included in the updated TIR that is submitted for construction permit review. The TIR did not have infiltration testing results from the geotechnical engineer when designing the on-site BMPs proposed on the plan. The TIR determined that full dispersion and full infiltration are infeasible. The updated TIR should clearly explain how full infiltration is infeasible per Section 5.2. The TIR and plans propose to use bioretention and permeable pavement for on-site BMPs. The updated TIR and plans must clearly show how each of these BMPs are implemented to the maximum extent feasible. After implementation of those BMPs to the maximum extent feasible, the project must ensure that the minimum BMP implementation per Section 1.2.9.2.2 #5 is met. For projects that will result in an impervious surface coverage greater than 65% of the buildable portion of the site / lot, on-site BMPs must be applied to 20% of the target impervious surfaces or to an impervious area equal to at least 10% of the site/lot, whichever is less. The updated TIR and plans should show compliance with all biorentenion design standards per Section 2.6 and permeable pavement design standards per Section 2.7. Bioretention with underdrains is not allowed for Core Requirement #9 unless approved by a stormwater adjustment. 2. The drainage plan shows that the existing N. 30th Street flowline adjacent to the site will remain in the same location. The storm drainage from the project will tie into the existing 12” piped conveyance system along this flowline. 3. A geotechnical report evaluating site soil conditions was prepared by HWA Geosciences dated August 31, 2017. Per the geotechnical report, the site is underlain by recessional outwash soils. The outwash soils were classified as loose to medium dense. The report notes that there is about 5-7’ of sandy silt soils with a high percentage of fines were encountered. The report recommends that these soils are over-excavated and backfilled with free-draining granular material such as pea gravel where pervious pavement and the bioretention pond are proposed. A pilot infiltration test (PIT) was performed on the site in the location of the proposed bioretention pond. The PIT was performed at a depth of 7’. The report notes that Fire Station 15 – LUA17-00632 Page 6 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx cleaner sands are encountered at approximately 7’ below the surface. The two areas were excavated to a depth of approximately 3’ below grade. Based on the test results, the geotechnical engineer concluded that a long-term infiltration rate of 1.1 in/hour be used for design assuming the upper 7 feet of soil (silty material) was removed. 5. Per RMC 4-1-180B-2b, City-owned properties are exempt from all system development charges. TRANSPORTATION/STREET COMMENTS 1. Transportation impact fees do not apply to this project. 2. N. 30th Street is classified as a minor arterial. Per RMC 4-6-060, the minimum right of way width for a minor arterial with four lanes is 91’. The paved roadway section is 54’ consisting of 4 – 11’ travel lanes and 2 – 5’ bike lanes. A 0.5’ curb, 8’ planter, 8’ sidewalk, and 2’ clear from the back of sidewalk are required along each side of the roadway. The King County Assessor’s Map shows a current right of way width of approximately 60’ to 72’ for N. 30th Street adjacent to the site. A right of way dedication of approximately 15.5’ would be required along the project frontage. 3. The applicant submitted a street modification request dated September 28, 2017 with the land use application. The street modification request is to modify the minor arterial street section per RMC 4-6-060 to a modified minor arterial street section. Specifically the applicant requests a street section that keeps the current curb line in its existing location along the northern frontage of N. 30th Street adjacent to the site with an 8’ planter, 8’ sidewalk, and 2’ clear from back of sidewalk. The applicant proposes a right of way dedication of approximately 11’ along the project’s N. 30th Street frontage to accommodate the modified minor arterial street section improvements. The applicant also requested a waiver of installation of the frontage improvements. The applicant proposes to keep the existing sidewalk in its current location. City staff is recommending approval of the applicant’s street modification request. Please see the Street and Driveway Modification Criteria and Analysis for a complete summary of the request, staff analysis, and staff recommendation. City staff is not recommending approval of the waiver of installation of frontage improvements. City staff recommends that approximately 11’ of right of way be dedicated along the project’s N. 30th Street frontage and frontage improvements in accordance with the modified minor arterial street section be installed. The construction plans submitted for construction permit review should be updated to show these improvements. The applicant also proposes to modify the maximum driveway width from 30’ to 36’ for the driveway from the Fire Station garage to N. 30th Street. City staff is recommending approval of the applicant’s driveway modification request. Please see the Street and Driveway Modification Criteria and Analysis for a complete summary of the request, staff analysis, and staff recommendation. Fire Station 15 – LUA17-00632 Page 7 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx 4. A shared driveway is proposed along the western property frontage to provide access to the rear of the Fire Station and to the Kennydale Reservoir. The proposed shared driveway meets all design standards found in RMC 4-6-060. The shared driveway is approximately 197’ in length (before right of way dedication), has a pavement width of 16’ – 24’, and a grade of less than 15%. Where feasible, drainage from the shared driveway will be captured by the site’s conveyance system and routed to the onsite stormwater detention system. 5. The proposed driveway curb cut for the shared driveway is 20’ in width and is located 5’ from the adjacent property line. This meets the driveway width standards found in RMC 4-4-080. City staff recommends approval of a modification to the maximum driveway width to 36’ for the driveway from the Fire Station garage to N. 30th Street. Please see the Street and Driveway Modification Criteria and Analysis for a complete summary of the request, staff analysis, and staff recommendation. 6. A Trip Generation Memo prepared by Transpo Group dated July 11, 2017 was submitted to the City as part of the site plan submittal. The Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition does not publish trip generation rates for a fire station. The memo looked at trip generation based upon staffing information from the Renton Regional Fire Authority (RRFA), estimates on visitors and miscellaneous trips to the site, and emergency call information from the RRFA. The memo notes that the Fire Station will have the capacity for 3 employees. The employees will work 24-hour shifts with shift change occurring daily at 8:00 AM per the RRFA. Thus the memo assumes the Fire Station will generate a total of 6 trips per day (one inbound and one outbound) for the employees in the peak AM hours (6:00 – 9:00). The memo estimates visitors and miscellaneous trips to the Fire Station. There is assumed to be 20 non-employee trips to the site (10 entering and 10 existing). 20 percent of these trips are expected to occur in the AM and PM peak hours. Thus, 4 total trips are expected in each the AM and PM peak hours. The memo also estimates that 20 emergency vehicle trips are expected to occur on an average weekday. This is based on information provided by the RRFA regarding the anticipated response calls that will be fielded by this station. 20 percent of these trips are expected to occur in the AM and PM peak hours. Thus 4 total trips are expected in each of the AM and PM peak hours. The memo concludes that Fire Station 15 will generate 14 trips in the AM peak hours (6:00 – 9:00) and 8 trips in the PM peak hours (3:00 – 6:00). The City requires a Traffic Impact Analysis if new vehicular traffic exceeding 20 vehicles per hour in either the AM or PM peak hours is generated by a development. As this project does not meet that threshold, no further review is needed. City staff is in agreement with the findings of this memo and will not require any further studies. Fire Station 15 – LUA17-00632 Page 8 of 8 October 23, 2017 K:\Projects\2017\PR17000490_FIRE STATION 15\LUA17-000632\08.Review Comments - Drafts\C_Civil Advisory Notes LU17000632_171023_v1.docx 7. Street lighting per City standards is required along the N. 30th Street frontage. A street lighting analysis and plan shall be submitted with the construction permit. 8. Advanced warning signs for the Fire Station along N. 30th Street per MUTCD standards are required. 9. Paving and trench restoration within the City of Renton right of way shall comply with the City’s Restoration and Overlay requirements. GENERAL COMMENTS 1. All new utility lines (i.e. electrical, phone, and cable services, etc.) within the site must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 2. Retaining walls that are 4’ or taller from bottom of footing and stormwater detention vaults will require a separate building permit. Structural calculations and plans prepared by a licensed engineer will be required as part of the building permit review. 3. 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 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. 5. Please see the City of Renton Development Engineering website for the Construction Permit Application and Construction Permit Process and Submittal Requirements. Please contact the City to schedule a construction permit intake meeting. 6. All plan review for the City is now paperless. Please see http://rentonwa.gov/paperless/ for more information. DETERMINATION OF NON-SIGNIFICANCE – MITIGATED (DNS-M) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: LUA17-000632, ECF, CU-H, SA-A, MOD APPLICANT: Michael Kirk, City of Renton Director of Facilities, 1055 S Grady Way, Renton, WA 98057 PROJECT NAME: Fire Station 15 PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Review, Hearing Examiner Conditional Use Permit, State Environmental Policy Act (SEPA) Review, and a street modification request for the construction of a new fire station (Fire Station 15) in the Kennydale Neighborhood. The 1.09-acre site is located at 1404 N 30th St. The vacant parcel is currently a split zoned parcel. Approximately the first 120 feet of the property from N 30th St is located within the Commercial Neighborhood (CN) zoning classification and Residential High Density (RHD) land use designation. The north portion of the property is located within the Residential-6 (R-6) zoning classification and Residential Medium Density (RMD) land use designation. Improvements to property include a new 7,497 square foot fire station at the south part of the lot and a new water reservoir at the northern portion of the lot. The two projects are proposing to share an access drive along the west side of the property and a second driveway would be located closer to the east property line for fire truck exiting. The site slopes from north to south from approximately 226 feet to 208 f eet (18 feet). The site is located within the Wellhead Protection Area Zone 2. The two projects would be constructed in two phases. Construction of the fire station would begin in February 2018 and end on December 2018. Exterior improvements include parking, driveways, landscaping, pedestrian sidewalks, a nd stormwater improvements. The applicant has identified 21 significant trees onsite and proposes to retain one (1) tree along the west side of the property. The following reports have been submitted with the land use application: Preliminary Technical Information Report, Arborist Tree Assessment, Trip Generation Assessment, and Geotechnical Report. PROJECT LOCATION: 1404 N 30th St, Renton, WA 98056 LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division MITIGATION MEASURES: 1. The applicant shall comply with the recommendations included in the Kennydale Fire Station 15 Geotechnical Engineering Report, prepared by HWA GeoSciences, Inc. (dated August 31, 2017), or an updated report submitted at a later date. DEPARTMENTOFCOMMUNITYANDECONOMICDEVELOPMENTENVIRONMENTAL(SEPA)DETERMINATIONOFNON-SIGNIFICANCE-MITIGATED(DNS-M)PROJECTNUMBER:LUA17-000632,ECF,CU-H,SA-A,MODAPPLICANT:MichaelKirk,CityofRentonDirectorofFacilities,10555GradyWay,Renton,WA98057PROJECTNAME:FireStation15PROJECTDESCRIPTION:TheapplicantisrequestingHearingExaminerSitePlanReview,AdministrativeConditionalUsePermitandStateEnvironmentalPolicyAct(SEPA)Reviewfortheconstructionofanewwaterreservoir.The1.09-acresiteislocatedat1404N30thSt.Thevacantparceliscurrentlyasplitzonedparcel.Approximatelythefirst120feetofthepropertyfromN30thStislocatedwithintheCommercialNeighborhood(CN)zoningclassificationandResidentialHighDensity(RHD)landusedesignation.ThenorthportionofthepropertyislocatedwithintheResidential-6(R-6)zoningclassificationandResidentialMediumDensity(RMD)landusedesignation.Improvementstopropertyincludeanew1.3million-gallonsteelwaterreservoirwithinthenorthernportionoftheproperty.TheKennydaleReservoirwouldhaveafootprintof1,964squarefeet,measuring50feetindiameterandapproximately103feettall(topofventtoreservoirbase).Anaugercastpilefoundationsystemisanticipatedforthereservoir.AnewfirestationisproposedtobeconstructedbyDecember2018onthesouthpartofthelotpriortotheconstructionofthenewwaterreservoir.Thetwoprojectsareproposingtoshareanaccessdrivealongthewestsideoftheproperty.Thesitetopographyisrelativelylevelwithslopesdowntothesouthandoverallverticalreliefofapproximately18feet.ThesiteislocatedwithintheWellheadProtectionAreaZone2.Thetwoprojectswouldbeconstructedintwophases.ConstructionofthewaterreservoirisscheduledtobeginonJune2018andendonDecember2019.Theapplicanthasidentified21significanttreesonsiteandproposestoretainone(1)treealongthewestsideoftheproperty.Thefollowingreportshavebeensubmittedwiththelanduseapplication:PreliminaryTechnicalInformationReport,ArboristTreeAssessment,TripGenerationAssessment,andGeotechnicalReport.PROJECTLOCATION:1404N30thSt,Renton,WA98055LEADAGENCY:CityofRentonEnvironmentalReviewCommitteeDepartmentofCommunity&EconomicDevelopmentTheCityofRentonEnvironmentalReviewCommitteehasdeterminedthatitdoesnothaveaprobablesignificantadverseimpactontheenvironment.AnEnvironmentalImpactStatement(EIS)isnotrequiredunderRCW43.21C.030(2)(c).ConditionswereimposedasmitigationmeasuresbytheEnvironmentalReviewCommitteeundertheirauthorityofSection4-9-070DRentonMunicipalCode.Theseconditionsarenecessarytomitigateenvironmentalimpactsidentifiedduringtheenvironmentalreviewprocess.Becauseotheragenciesofjurisdictionmaybeinvolved,theleadagencywillnotactonthisproposalforfourteen(14)days.Appealsoftheenvironmentaldeterminationmustbefiledinwritingonorbefore5:00p.m.onNovember17,2017.Appealsmustbefiledinwritingtogetherwiththerequiredfeewith:HearingExaminer,CityofRenton, DEPARTMENTOFCOMMUNITYANDECONOMICDEVEWPMENTC.—Renton01055SouthGradyWay,Renton,WA98057.AppealstotheExamineraregovernedbyRMC4-8-110andmoreinformationmaybeobtainedfromtheRentonCityClerk’sOffice,(425)430-6510.PUBLICATIONDATE:DATEOFDECISION:SIGNATURES:f4GreggZpynian,AdministratorPublicWorksDepartmentKellyBeyme,AdmirátratorCommunityServicesDepartmentNOVEMBER3,2017OCTOBER30,2017QStiA1-MAARick.MJrshaIlAmnistratorRentonRegionalFirthorityioToDateJL7‘oho/1?4itj/i(-frttwA—DateIDateDateCE.“Chip”Vincent,AdmihistratorDepartmentofCommunity&EconomicDevelopment FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. OF ENVIRONMENTAL DETERMINATION AND PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Fire Station 15 PROJECT NUMBER: LUA17-000632, ECF, CU-H, SA-A, MOD LOCATION: 1404 N 30th St, Renton, WA 98056 DESCRIPTION: The applicant is requesting Administrative Site Plan Review, Hearing Examiner Conditional Use Permit, State Environmental Policy Act (SEPA) Review, and a street modification request for the construction of a new fire station (Fire Station 15 ) in the Kennydale Neighborhood. The 1.09- acre site is located at 1404 N 30th St. The vacant parcel is currently a split zoned parcel. Approximately the first 120 feet of the property from N 30th St is located within the Commercial Neighborhood (CN) zoning classification and Residential High Density (RHD) land use designation. The north portion of the property is located within the Residential-6 (R-6) zoning classification and Residential Medium Density (RMD) land use designation. Improvements to property include a new 7,497 square foot fire station at the south part of the lot and a new water reservoir at the northern portion of the lot. The two projects are proposing to share an access drive along the west side of the property and a second driveway would b e located closer to the east property line for fire truck exiting. The site slopes from north to south from approximately 226 feet to 208 feet (18 feet). The site is located within the Wellhead Protection Area Zone 2. The two projects would be constructed in two phases. Construction of the fire station would begin in February 2018 and end on December 2018. Exterior improvements include parking, driveways, landscaping, pedestrian sidewalks, and stormwater improvements. The applicant has identified 21 signifi cant trees onsite and proposes to retain one (1) tree along the west side of the property. The following reports have been submitted with the land use application: Preliminary Technical Information Report, Arborist Tree Assessment, Trip Generation Assessment, and Geotechnical Report. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on November 17, 2017, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk’s Office, (425) 430 -6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON NOVEMBER 21, 2017 AT 11:00 AM TO CONSIDER THE CONDITIONAL USE PERMIT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. PUBLIC WORKS DEPARTMENT M E M O R A N D U M DATE: September 28, 2017 TO: Clark Close CC: Ian-Fitz James FROM: Eric Ott SUBJECT: Code Modification Request for Additional Right-of-Way Dedication and Waiver of Street Frontage Improvements for Fire Station 15 and Kennydale Reservoir at 1404 N 30th St Code Modification Request: RMC 4-6-060 Public Street Right-of-Way Design Standards The City of Renton Community Services Department requests a modification of City Code RMC 4-6-060 Street Standards with regards to the dedication of a 15.5-feet of property for additional right-of-way along the north side of North 30th Street as required by City Code for a 91-feet wide arterial street. A 91 feet wide right-of-way is required for designated minor arterial roads to accommodate 4 -11 feet wide travel lanes, 2-5 feet wide bike lanes, 2-8 feet wide planter strips, 2-8 feet wide sidewalk and 2 – 2 feet wide clear areas behind the sidewalks. We have verified with the City’s transportation Department that there are no future plans for the City to widen the existing 42 feet wide paved roadway on North 30th Street and that the existing curb line can remain at its current location. Therefore, we propose a dedication of an 11 feet wide strip of land for additional right-of-way which will accommodate future half-street improvements consisting of an 8 feet wide planter strip behind the existing curb line; an 8 feet wide sidewalk behind the future landscape strip and an additional 2 feet of clear area to the new right-of-way line that will meet the City’s intent for complete street standards. We are also requesting a waiver of City Code requirements for minor arterial street regarding the installation of frontage improvements including new curb and gutter, new 8 feet wide planter strip and new 8 feet wide sidewalk along the north side of North 30th Street. We are proposing to keep the existing curb line and the existing adjacent 5 feet wide sidewalk at their current locations. As part of the new Kennydale fire station and water reservoir project, we will be installing a new 8 feet wide planter strip behind the existing sidewalk and we will provide additional on-site landscaping in front of the new fire station building. Practical Difficulties with Current Code and Standards To comply with Code requirements for minor arterial street, the new curb line will need to be located approximately 6 feet north of the existing curb line and it is difficult and impractical to construct several tapered sections of new curb lines to match the existing curb line and to accommodate two new driveways, one for the fire station and the other for the interior access road to the reservoir. In addition, the installation of a new 8-ft planter strip behind the above described new curb line along with a new 8-ft sidewalk will make difficult and impractical to transition the new sidewalk to the existing sidewalk on both side of the property. Several transition areas from the new sidewalk to the existing sidewalk with angle points will be required within a short section of street frontage and will create a safety hazard to pedestrians. Our request meets the City’s criteria for code modification per RMC 4-9-250D as follows: 1. The proposed street improvements meet the City’s proposed roadway standards for N 30th Street and conform to the intent and purpose of the Comprehensive Plan. 2. The requested modification is consistent with the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element. 3. The proposed improvements will meet the objectives and safety function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. The City’s Transportation Department has indicated their support of the request. 4. The requested modification will not be injurious to other properties in the vicinity of the project. 5. The requested modification and proposed improvements conform to the intent and purpose of the code. 6. The request is justified for the use and situation intended. 7. The request will not create adverse impacts to other properties. Thank you for your consideration on this matter. 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r W a y Nish iwak i LnE Pe r ime te r RdWMercerWayOlympiaAveNES E 70th St N 30th St BlaineAveNE129th Pl SENE 20th St NE 16th St NE 6th St 129thAveSE82ndAveSENE P a rkD r118thAveSEHouserWayBypass80thAveS78thAveSE80thAveSEN 6th St LynnwoodAveNEBurnettAveN87thAveSN 8th St S 116th St Houser Way NGardenAveNNE4thSt NE 9thStLake Washington Blvd SESE 64th St NE 4th St SE 89th P l S E 9 5 t h W a y 85thAveSRai ni er AveNParkAveNNE 24th St SunsetBlvdNEJonesAveNEJonesAveNENE 10th St ParkAveNEdmondsAveNELoganAveNRainierAveS 84thAveSAberdeenAveNENE 12th St NE Sunset BlvdKirklandAveNEEMercerWayLakeWas hin gton Blvd N CamasAveNECamasAveNEDaytonAveNECamasAveNESE79th S tNE29thCt SunsetBlvdNENish iwak i LnNi shi waki Ln ProposedStation 15 ´ 0 0.5 10.25 Miles Data Sources: City of Renton, King County This document is a graphic representation, not guaranteedto survey accuracy, and is based on the best informationavailable as of the date shown. This map is intended forCity display purposes only. Information Technology - GISmapsupport@rentonwa.govPrinted on: 1/25/2017 Coordinate System: NAD 1983 HARN StatePlane Washington North FIPS 4601Projection: Lambert Conformal ConicDatum: North American 1983 HARN Renton Regional Fire AuthorityProposed Fire Station 15 Station 11 Station 12 Station 15 ´ RentonStation 13 RentonStation 14 RentonStation 11 RentonStation 12 King CountyStation 17 RentonStation 16123rdAveSE S 202nd St68thAveS SE 18 3 rdPlElmaPlNE168thWaySE187thPlSE S E 21 2 thP l171 s t CtSESE 96thPl 128thAveSE172ndAveSE118thAveSES E 92nd St DaytonCtNESE 8 3rd L nNE 1st Ct SE 86th St 125thAveSE135th Pl SESE183rd Pl S E 185thSt138thAveSES E162ndSt 111thPlSESE 76t h CtSE 176th Pl S E 5th St 134thAveSESE 173rd P l 175thAveSEN E 2 1 s t St 143rdPlSEI l wacoAveNE SE 212th St SE61stPl SE79th Pl SE 198th Pl NE7thP lSE185th Pl SE 179t h S t Field P l NE 136th Pl SE113thWaySESE78th P l NilePlNE170t hPlSE S 53rd Pl SE 195th Pl64thAveS NE1stP l SE1 79th P l1 6 2ndPlSESE 82nd C t Pi erceAve 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Puge t D r 154thPlSE76thAveSS 180th St ParkAveNNE 24th St BremertonAveNECrestwoodDrSSunsetBlvdNE171stAveSESE 79th Dr GardenAveNWoodside Dr S EJonesAveNESE89thPlJonesAveNE SE 200th St SLakeridgeDr NE 10th St Rai ni erAveNSE 204th St NE 3rd St SE63rdSt SELicorice Way SW 7th St78thAveSC o r nel l AveS142ndAveSESE 116th St 72ndAveS72ndAveSSE 134th St GrantAveSEdmondsAveNESE 164th St 80thAveSSE 95th Way LakemontBlvdSE76thAveS120thAveSELoganAveNSW 43rd St SE 196th St Be a c o n W a y S SE 60th St S 128th St ParkAveNS E CougarM ou n tain Dr S 196th St 1 66thWayS E SE 144th StAberdeenAveNE WestLake DesireDr SE S Langston Rd 84thAveS160thAveSEAndover Park EN E 1 2th St 68thAveSS W G rad y W a y ParksideWaySEForest Dr SE SWSunsetBlvd KirklandAveNE84thAveSSE Renton Maple Valley Rd Benson D r SAndover Park WS 212th St S E F a ir w o odBlvdEast Valley RdSE 128th St NESunsetBlvd SE MayValley Rd New castle GolfClubRd West Valley HwyLindAveSWNE 4th St RainierAveS 108thAveSECoal Cr eek PkwySEOakesdale AveSWLakeWashingtonBlvd N 140thAveSER enton AveS SERentonIssaquahRd SE 208th St Maple Valley H w y SE Petr o v i t s k y R dChristensenRd131stPlSE1 1 7 t hPlSE SE 164th Pl 102ndAveSES E 189th PlCamasAveNECamasAve NESereneC i r SE SW 21s t St 184 t hA veSE155thA v e SE Park Acce s sR d SE 211thLn SE 117th St SunsetBlv dNE ProposedStation 15 ´ 0 0.5 10.25 Miles Data Sources: City of Renton, King County This document is a graphic representation, not guaranteedto survey accuracy, and is based on the best informationavailable as of the date shown. This map is intended forCity display purposes only. Information Technology - GISmapsupport@rentonwa.govPrinted on: 1/25/2017 Coordinate System: NAD 1983 HARN StatePlane Washington North FIPS 4601Projection: Lambert Conformal ConicDatum: North American 1983 HARN Renton Regional Fire AuthorityProposed Fire Station 15 Station 11 Station 12 Station 13 Station 14 Station 15 Station 16 Station 17 4,800 400 City of Renton Wellhead Protection Area Zone 2 Map 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. Fire Station 15 11/9/2017 Legend 2720136 THIS MAP IS NOT TO BE USED FOR NAVIGATION Feet Notes 272 WGS_1984_Web_Mercator_Auxiliary_Sphere Information Technology - GIS RentonMapSupport@Rentonwa.gov City and County Boundary Parcels Wellhead Protection Area Zones Zone 1 Zone 1 Modified Zone 2