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HomeMy WebLinkAboutR-419216N w 0 qT 0 W I - CONTACT INFORMATION ENGINEER LED ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEP@LPDENGINEERING.COM WEBSITE: WWW.LPDENGINEERING.COM APPLICANT/OWNER RENTON SCHOOL DISTRICT NO. 403 300 SW 7TH ST RENTON, WA 98178 CONTACT: DR DAMIEN PATTENAUDE PHONE: (425) 204-2340 ARCHITECT: HUTTEBALL & OREMUS ARCHITECTS, INC. 4010 LAKE WASHINGTON BLVD. NE, SUITE 320 KIRKLAND, WA 98033 CONTACT: KATIE POND PHONE: (425) 828-8948 SITE DATA UTILITY SERVICE PROVIDERS WATER, SEWER, AND STORMWATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 PHONE: (425) 430-6400 SURVEYOR TERRANE 10801 MAIN ST, SUIT 102 BELLEVUE, WA 98004 CONTACT: DAVID LIVINGSTON PHONE: (425) 458-4488 LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP, INC 2329 EAST MADISON STREET SEATTLE, WA 98112 CONTACT: ANDY RASMUSSEN (206) 332-1732 PARCEL NUMBER: 102305-9076,9096, 9107, 9124, 9138, 9139, 9173, 9202, 9249, 9275, 9332 PROJECT ADDRESS: 1075 DUVALL AVE NE RENTON, WA 98059 SITE AREA: 486,565 SF (11.17 ACRES) DISTURBED AREA: 347,292 SF (7.97 ACRES) EXISTING IMPERVIOUS AREA: 60,990 SF (1.40 ACRES) GROSS IMPERVIOUS AREA: 230,530 SF (5.29 ACRES) NET NEW IMPERVIOUS AREA: 169,640 SF (3.89 ACRES) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 47% SEPA MITIGATION THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE RENTON SCHOOL DISTRICT ELEMENTARY SCHOOL NO. 16 GEOTECHNICAL ENGINEERING REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC. DATED DECEMBER 22, 2020. APPLICANT SHALL ALSO COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE WETLAND DELINEATION REPORT, PREPARED BY THE WATERSHED COMPANY, DATED NOVEMBER 26, 2019. CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED OCTOBER 30, 2017. 2. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A REVISED ARCHITECTURAL SITE PLAN IDENTIFYING ALL UTILITY EQUIPMENT AND SCREENING. THE ARCHITECTURAL SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4, THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. Seattle, WA 01 1 m M fp.. 20fi973.1211 5344 engineering pllcwww.IVLen9lneerin9.om SEC 327 TWP 24N7 R 5E, W.M. NEW ELEMENTARY NO. 16 1075 DUVALL AVENUE, RENTON, WA 98059 PERMIT # C17-005833 VICINITY MAP NOT TO SCALE VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 1848 W 1/4 CORNER SECTION 10, TOWNSHIP 23N, RANGE 5E, W.M. FOUND A 1-1/2" FLAT BRASS DISK WITH A PUNCH MARK ON A 4"x4" CONCRETE POST MONUMENT, DOWN 0.4' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 8TH COURT & UNION AVENUE NE. ELEV=41 1.28' BASIS OF BEARINGS N 88'29'24" E ON CENTERLINE OF NE 10TH STREET PER R1 NO. REVISION SHEET INDEX SHEET NO SHEET TITLE CO.0 COVER C1.0 TESC AND DEMOLITION OVERALL PLAN C1.1 TESC AND DEMOLITION PLAN CL2 TESC AND DEMOLITION PLAN C1.3 TESC AND DEMOLITION PLAN C1.4 TESC AND DEMOLITION PLAN C1.5 TESC AND DEMOLITION PLAN C1.6 TESC AND DEMOLITION PLAN C1.7 TESC AND DEMOLITION DETAILS C1.8 TESC AND DEMOLITION NOTES C2.0 GRADING AND DRAINAGE OVERALL PLAN C2.1 GRADING AND DRAINAGE PLAN C2.2 GRADING AND DRAINAGE PLAN C2.3 GRADING AND DRAINAGE PLAN C2.4 GRADING AND DRAINAGE PLAN C2.5 GRADING AND DRAINAGE PLAN C2.6 DRAINAGE NOTES C2.7 DRAINAGE DETAILS C2.8 DRAINAGE DETAILS C2.9 DRAINAGE DETAILS C2.10 DETENTION DETAILS C2.11 DETENTION DETAILS C2.12 DETENTION DETAILS C2.13 SITE SECTIONS C2.14 SITE SECTIONS C2.15 SITE SECTIONS C2.16 GRADING BLOW UP DETAIL C3.0 UTILITY OVERALL C3.1 UTILITY PLAN C3.2 UTILITY PLAN C3.3 UTILITY PLAN C3.4 UTILITY PLAN C3.5 UTILITY PLAN C3.6 WATER DETAILS C3.7 SEWER DETAILS C3.8 SEWER DETAILS C3.9 SEWER PROFILES C3.10 WATER PROFILES C3.11 WATER PROFILES C3.12 WATER PROFILES C4.0 PAVING OVERALL PLAN C4.1 PAVING PLAN C4.2 PAVING PLAN C4.3 PAVING PLAN C4.4 PAVING PLAN C4.5 PAVING PLAN C4.6 PAVING DETAILS C4.7 PAVING DETAILS C5.0 HORIZONTAL CROSSING PLAN C5.1 HORIZONTAL CROSSING PLAN C5.2 HORIZONTAL CROSSING PLAN C5.3 HORIZONTAL CROSSING PLAN C5.4 HORIZONTAL CROSSING PLAN C5.5 HORIZONTAL CROSSING PLAN C6.0 FRONTAGE OVERALL PLAN C6.1 FRONTAGE PLAN CHELAN AVE NE C6.2 FRONTAGE PLAN DUVALL AVE NE C6.3 FRONTAGE PLAN DUVALL AVE NE C6.4 FRONTAGE PLAN DUVALL AVE NE C NC FRONTAGE DRIVEWAY AND RAMP DETAILS FRONTAGE SECTIONS DUVALL AVE N C6.7 FRONTAGE DETAILS 0 0 0 N Q J CT O O O O O N T 7 O W N V O O N bj z 50 0 25 50 100 Scale 1"=50 R-419215 U) r LU 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING (D msippo 04/13/2022 AS NOTED Mw, Oaei„«, DATUM CITY OF O RENTON Planning/Building/Public Works Dept. NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE RENTON, WA 98059 COVER oa MAR zon v0 o Ir NJ d 9/2/2 °°°" ,z72°/2' CO.O BY DATE APPR 18 °f747