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HomeMy WebLinkAboutOneDrive_1_1-21-2026.zip 23681-D-ASBT-CIVL-2026-01-21.pdfIL-04 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CV-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:___________________________________________ ___ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE COVER SHEET 21-000363_CV-01 CV-01 KLS 1 ---BJT LEGAL DESCRIPTION: DATUM: SITE ADDRESS: CONSULTANTS YELM, WA OWNER / APPLICANT UTILITIES SITE INFORMATION YELM WILLOW GLENN IV (A.K.A WILLOW GLENN ESTATES) CIVIL PLAN REVIEW DOCUMENTS PROJECT SITE SHEET INDEX CALL BEFORE YOU DIG ROAD NAME CONVERSION: 1/21/20261/21/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_GN-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CITY & SCJ GENERAL NOTES 21-000363_GN-01 GN-01 KLS 2 ---BJT ABBREVIATIONS GENERAL CONSTRUCTION NOTES: CITY OF YELM STANDARD SPECIFICATIONS: 1/13/20261/13/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C BOURBON ST SE ROAD A ROAD B ROAD B LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com SITE PLAN 21-000363_SP-01 SP-01 K. GANS 8 R. MARTINEZ W. HOLM GENERAL NOTES: SCALE IN FEET 050100 CONSTRUCTION NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/21/2026 1/21/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B BOURBON ST SE LEGEND MONUMENT POINT TABLE JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com MONUMENTATION PLAN 21-000363_SP-02 SP-02 K. GANS 9 R. MARTINEZ W. HOLM GENERAL NOTES: SCALE IN FEET 050100 CONSTRUCTION NOTE: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/21/2026 1/21/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com ADDRESSING PLAN 21-000363_SP-03 SP-03 K. GANS 10 R. MARTINEZ W. HOLM CITY OF YELM GENERAL STREET CONSTRUCTION NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/13/20261/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com SITE DETAILS & NOTES 21-000363_SP-04 SP-04 K. GANS 11 R. MARTINEZ W. HOLM AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE1/13/2026 1/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com SITE DETAILS 21-000363_SP-05 SP-05 K. GANS 12 R. MARTINEZ W. HOLM SPEED LIMIT 25 STOP STOP SIGN DETAIL SPEED LIMIT SIGN DETAIL CEMENT CONCRETE APPROACH PAVING CEMENT CONCRETE PAVING NOTES AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/13/2026 1/13/2026 GROVE RD SE COMMERCIAL COLLECTOR TYPICAL CROSS SECTION ROADS A,B,C & BOURBON ST SE LOCAL ACCESS RESIDENTIAL ROAD TYPICAL CROSS SECTIONSJOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SP-06.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com SITE DETAILS & NOTES 21-000363_SP-06 SP-06 K. GANS 13 R. MARTINEZ W. HOLM SURFACING LEGEND ASPHALT PAVING NOTES ASPHALT PAVING NOTES SURFACING LEGEND AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE1/21/2026 1/21/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B BOURBON ST SE LEGEND DRIVEWAY CENTER TABLEDRIVEWAY CENTER TABLEDRIVEWAY CENTER TABLEDRIVEWAY CENTER TABLEDRIVEWAY CENTER TABLE JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_HC-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com HORIZONTAL CONTROL PLAN 21-000363_HC-01 HC-01 K. GANS 14 R. MARTINEZ W. HOLM SCALE IN FEET 050100 GENERAL NOTE: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE1/21/2026 1/21/2026 ROAD A SCALE IN FEET 02040 SCALE IN FEET 024 HV ROAD A ROAD B LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-01 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-01 PP-01 K. GANS 15 S. ROWSWELL W. HOLM ROAD A PROFILE VIEW ROAD A PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-02 MATCH LINE STA: 14+00 KEY MAP 1/13/2026 1/13/2026 ROAD A BOURBON ST SE ROAD A SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-02 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Wi llows Glenn IV - As-builts - 2025-10-07\21-000363_PP-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-02 PP-02 K. GANS 16 S. ROWSWELL W. HOLM ROAD A PROFILE VIEW ROAD A PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-03 MATCH LINE STA: 18+00 MATCH LINE STA: 14+00 SEE SHEET: PP-01 KEY MAP 1/13/2026 1/13/2026 ROAD A ROAD B GROVE RD SE ROAD A SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-03 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:___________________________________________ ___ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-03 PP-03 K. GANS 17 S. ROWSWELL W. HOLM ROAD A PROFILE VIEW ROAD A PLAN VIEW SCALE IN FEET 02040 MATCH LINE STA: 18+00 SEE SHEET: PP-02 KEY MAP 1/13/2026 1/13/2026 ROAD A ROAD B ROAD B SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-04 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Wi llows Glenn IV - As-builts - 2025-10-07\21-000363_PP-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-04 PP-04 K. GANS 18 S. ROWSWELL W. HOLM ROAD B PROFILE VIEW ROAD B PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-05 MATCH LINE STA: 32+50 KEY MAP 1/13/2026 1/13/2026 ROAD B ROAD C ROAD B SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-06 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-05 PP-05 K. GANS 19 S. ROWSWELL W. HOLM ROAD B PROFILE VIEW ROAD B PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-06 MATCH LINE STA: 36+00 MATCH LINE STA: 32+50 SEE SHEET: PP-04 KEY MAP 1/13/2026 1/13/2026 ROAD B SCALE IN FEET 02040 SCALE IN FEET 024 HV ROAD B LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-06 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Wi llows Glenn IV - As-builts - 2025-10-07\21-000363_PP-06.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-06 PP-06 K. GANS 20 S. ROWSWELL W. HOLM ROAD B PROFILE VIEW ROAD B PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-07 MATCH LINE STA: 39+50 MATCH LINE STA; 36+00 SEE SHEET: PP-05 KEY MAP 1/13/2026 1/13/2026 ROAD B ROAD A ROAD B SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-07 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-07.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILE 21-000363_PP-07 PP-07 K. GANS 21 S. ROWSWELL W. HOLM ROAD B PROFILE VIEW ROAD B PLAN VIEW SCALE IN FEET 02040 SEE SHEET: PP-06 MATCH LINE STA: 39+50 KEY MAP 1/13/2026 1/13/2026 ROAD B ROAD C ROAD C SCALE IN FEET 02040 SCALE IN FEET 024 HV BOURBON ST SE SCALE IN FEET 02040 SCALE IN FEET 024 HV ROAD A BOURBON ST SE LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-08 PP-08 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-08.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE ROADWAY PLAN & PROFILES 21-000363_PP-08 PP-08 K. GANS 22 S. ROWSWELL W. HOLM ROAD C PROFILE VIEW ROAD C PLAN VIEW SCALE IN FEET 02040 BOURBON ST SE PROFILE VIEW BOURBON ST SE PLAN VIEW KEY MAP 1/13/2026 1/13/2026 GROVE ROAD GROVE ROAD SCALE IN FEET 02040 SCALE IN FEET 024 HV LEGEND GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C PP-09 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_PP-09.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SCALE IN FEET 02040 ROADWAY PLAN & PROFILE 21-000363_PP-09 PP-09 K. GANS 23 S. ROWSWELL W. HOLM GENERAL NOTES:CONSTRUCTION NOTE: GROVE ROAD PROFILE VIEW GROVE ROAD PLAN VIEW KEY MAP 1/21/2026 1/21/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B BOURBON ST SE LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com GRADING PLAN 21-000363_CG-01 CG-01 K. GANS 24 R. MARTINEZ W. HOLM SCALE IN FEET 050100 GRADING NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/21/2026 1/21/2026 GREENLEAF LOOP SE ROAD B ROAD C ROAD A ROAD B LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE DETAILED GRADING PLAN 21-000363_CG-02 CG-02 K. GANS 25 R. MARTINEZ W. HOLM SCALE IN FEET 03060 GRADING NOTES: MATCH LINE - SEE CG-03 1/13/2026 1/13/2026 BOURBON ST SE ROAD B ROAD A ROAD B GROVE ROAD SE LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE DETAILED GRADING PLAN 21-000363_CG-03 CG-03 K. GANS 26 R. MARTINEZ W. HOLM SCALE IN FEET 03060 GRADING NOTES: MATCH LINE - SEE CG-02 1/21/2026 1/21/2026 ROAD A ROAD B LOT 1OPEN SPACE LOT 46LOT 45 LOT 47 LOT 48 LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB RAMP DETAILS 21-000363_CG-04 CG-04 K. GANS 27 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD A AND ROAD B NE & SOUTH BULB-OUT PARKING & CURB RAMP DETAIL CONSTRUCTION NOTES: 1/13/2026 1/13/2026 ROAD A BOURBON ST SE LOT 37 LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:__________________ ____________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB RAMP DETAILS 21-000363_CG-05 CG-05 K. GANS 28 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD A AND BOURBON ST SE - SW BULB-OUT PARKING & CURB RAMP DETAIL CONSTRUCTION NOTES: 1/13/2026 1/13/2026 ROAD A BOURBON ST SE LOT 36 LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-06.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:___________________________________________ ___ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB RAMP DETAILS 21-000363_CG-06 CG-06 K. GANS 29 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD A AND BOURBON ST SE - SW BULB-OUT PARKING & CURB RAMP DETAIL CONSTRUCTION NOTES: 1/13/2026 1/13/2026 ROAD A ROAD B LOT 28 LOT 62 LOT 32LOT 31LOT 30 LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-07.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB RAMP DETAILS 21-000363_CG-07 CG-07 K. GANS 30 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD A AND ROAD B - NW, NE, SOUTH BULB-OUT PARKING & CURB RAMP DETAIL CONSTRUCTION NOTES: 1/13/2026 1/13/2026 ROAD A GROVE ROAD SE LOT 29 LEGEND GROVE ROAD SE ROAD A LOT 28 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-08.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com CURB RAMP DETAILS 21-000363_CG-08 CG-08 K. GANS 31 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD A AND GROVE RD SE - SW BULB-OUT PARKING & CURB RAMP DETAIL ROAD A AND GROVE RD SE - NW CURB RAMP DETAIL CONSTRUCTION NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/13/2026 1/13/2026 LEGEND ROAD B ROAD C LOT 11 ROAD B LOT 73 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-09.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:__________________ ____________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB RAMP DETAILS 21-000363_CG-09 CG-09 32 SCALE IN FEET 0510 GENERAL NOTE: ROAD B AND ROAD C - NW BULB-OUT PARKING & CURB RAMP DETAIL ROAD B - SOUTH CURB RAMP DETAIL CONSTRUCTION NOTES: 1/13/2026 1/13/2026 ROAD B LEGEND ROAD B ROAD C LOT 12 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-10.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com CURB RAMP DETAILS 21-000363_CG-10 CG-10 K. GANS 33 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: ROAD B BULB-OUT PARKING DETAIL ROAD B AND ROAD C - NE BULB-OUT PARKING & CURB RAMP DETAIL CONSTRUCTION NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________ ________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/13/2026 1/13/2026 BOURBON ST SE LOT 37LOT 38 LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_CG-11.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE CURB DETAIL 21-000363_CG-11 CG-11 K. GANS 34 S. ROWSWELL W. HOLM SCALE IN FEET 0510 GENERAL NOTE: BOURBON ST SE - TRAFFIC ISLAND CURB DETAIL CONSTRUCTION NOTE: 1/13/2026 1/13/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD A ROAD B ROAD B ROAD B ROAD C BOURBON ST LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_UT-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com MASTER UTILITY PLAN 21-000363_UT-01 UT-01 K. GANS 35 R. MARTINEZ W. HOLM SCALE IN FEET 050100 GENERAL NOTES: STORM UTILITIESWATER UTILITIESSEWER UTILITIES AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:_______________________________ _______________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/21/2026 1/21/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B BOURBON ST SE LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE STORMWATER PLAN 21-000363_SD-01 SD-01 KLS 36 ---BJT CONSTRUCTION NOTES: ® ® GENERAL NOTES: SCALE IN FEET 050100 MICHEAL ST SE FERNS LP SE IRELAND AVE SE FERNS LP SE FERNS LP SE IRELAND AVE SE 1/21/2026 1/21/2026 STORM PROFILE ALONG ROAD A CL SCALE IN FEET 04080 SCALE IN FEET 048 HV STORM PROFILE ALONG ROAD B CL SCALE IN FEET 04080 SCALE IN FEET 048 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C SD-02 ROAD B SD-02 ROAD A JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE STORMWATER PROFILES 21-000363_SD-02 SD-02 KLS 37 BJT KEY MAP IRELAND AVE SE FERNS LP SE IRELAND AVE SE FERNS LP SE 1/13/2026 1/13/2026 STORM EXTENSION 1 SCALE IN FEET 03060 SCALE IN FEET 036 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C SD-03 STORM EXTENSION PROFILES EXT. 1EXT. 2 EXT. 3 EXT. 4 EXT. 5 EXT. 6 EXT. 7 STORM EXTENSION 2 SCALE IN FEET 03060 SCALE IN FEET 036 HV STORM EXTENSION 3 SCALE IN FEET 03060 SCALE IN FEET 036 HV STORM EXTENSION 4 SCALE IN FEET 03060 SCALE IN FEET 036 HV STORM EXTENSION 5 SCALE IN FEET 03060 SCALE IN FEET 036 HV STORM EXTENSION 6 SCALE IN FEET 03060 SCALE IN FEET 036 HV STORM EXTENTION 7 SCALE IN FEET 03060 SCALE IN FEET 036 HV JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE STORMWATER PROFILES 21-000363_SD-02 SD-03 KLS 38 ---BJT KEY MAP 1/13/20261/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: TTOBINDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com STORMWATER DETAILS 21-000363_SD-03 SD-04 KLS 39 ---BJT AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:__________________ ____________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/13/2026 1/13/2026 RETENTION SECTION A-A SCALE IN FEET 03060 SCALE IN FEET 036 HV SCALE IN FEET 03060 SCALE IN FEET 036 HV RETENTION SECTION B-B JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asb uilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com STORMWATER DETAILS 21-000363_SD-04 SD-05 KLS 40 ---BJT AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE1/13/2026 1/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SD-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE STORMWATER DETAILS 21-000363_SD-05 SD-06 KLS 41 ---BJT 1/13/20261/13/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B BOURBON ST SE LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363 _WT-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com WATER PLAN 21-000363_WT-01 WT-01 K. GANS 42 R. MARTINEZ W. HOLM SCALE IN FEET 050100 KEYED NOTES: GENERAL NOTES: AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE 1/21/2026 1/21/2026 WATER PROFILE ALONG ROAD A CL SCALE IN FEET 04080 SCALE IN FEET 048 HV WATER PROFILE ALONG ROAD A CL (CONT.) SCALE IN FEET 04080 SCALE IN FEET 048 HV WATER PROFILE ALONG ROAD C CL SCALE IN FEET 04080 SCALE IN FEET 048 HV WATER PROFILE ALONG BOURBON ST CL SCALE IN FEET 04080 SCALE IN FEET 048 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C WT-02 ROAD C WT-02 ROAD A WT-02 BOURBON ST JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asb uilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_WT-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com WATER PROFILES 21-000363_WT-02 WT-02 K. GANS 43 R. MARTINEZ W. HOLM KEY MAP AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE MICHEAL ST SE IRELAND AVE SE 1/13/2026 1/13/2026 WATER PROFILE ALONG ROAD B CL SCALE IN FEET 04080 SCALE IN FEET 048 HV WATER PROFILE ALONG GROVE RD CL SCALE IN FEET 04080 SCALE IN FEET 048 HV WATER PROFILE ALONG ROAD B CL (CONT.) SCALE IN FEET 04080 SCALE IN FEET 048 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C WT-03 ROAD B WT-03 GROVE RD JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willo ws Glenn IV - As-builts - 2025-10-07\21-000363_WT-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE WATER PROFILES 21-000363_WT-03 WT-03 K. GANS 44 R. MARTINEZ W. HOLM KEY MAP FERNS LP SE FERNS LOOP SE FERNS LOOP SE 1/13/2026 1/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_WT-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE WATER DETAILS 21-000363_WT-04 WT-04 K. GANS 45 R. MARTINEZ W. HOLM 1/13/2026 1/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_WT-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE WATER GENERAL NOTES 21-000363_WT-05 WT-05 K. GANS 46 R. MARTINEZ W. HOLM CITY OF YELM GENERAL NOTES (WATER MAIN INSTALLATION): ’ “” ’ ’ 1/13/2026 1/13/2026 GREENLEAF LOOP SE FLUME RD SE CANAL ROAD SE GROVE ROAD SE BOURBON ST SE ROAD B ROAD A ROAD C ROAD A ROAD B ROAD B LEGEND JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE SEC. 20, T 17 N., R 2 E., W.M. USER: MSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SS-01.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SEWER PLAN 21-000363_SS-01 SS-01 KLS 47 ---BJT SCALE IN FEET 050100 KEYED NOTES: GENERAL NOTES: MICHEAL ST SE IRELAND AVE SE FERNS LP SE FERNS LP SE FERNS LP SE IRELAND AVE SE 1/21/2026 1/21/2026 FORCEMAIN PROFILE ALONG ROAD A SCALE IN FEET 04080 SCALE IN FEET 048 HV FORCEMAIN PROFILE ALONG ROAD A (CONT.) SCALE IN FEET 04080 SCALE IN FEET 048 HV FORCEMAIN PROFILE ALONG ROAD C CL SCALE IN FEET 04080 SCALE IN FEET 048 HV FORCEMAIN PROFILE ALONG BOURBON ST CL SCALE IN FEET 04080 SCALE IN FEET 048 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C SS-02 ROAD A SS-02 ROAD C SS-02 BOURBON ST JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SS-02.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SEWER PROFILES 21-000363_SS-02 SS-02 KLS 48 ---BJT KEY MAP IRELAND AVE SE IRELAND AVE SE IRELAND AVE SE MICHEAL ST SE MICHEAL ST SE 1/13/20261/13/2026 FORCEMAIN PROFILE ALONG ROAD B SCALE IN FEET 04080 SCALE IN FEET 048 HV FORCEMAIN PROFILE ALONG ROAD B (CONT.) SCALE IN FEET 04080 SCALE IN FEET 048 HV FORCEMAIN PROFILE ALONG GROVE RD CL SCALE IN FEET 04080 SCALE IN FEET 048 HV GROVE RD SE GREENLEAF LOOP SE ROAD A ROAD B BOURBON ST SE ROAD C SS-03 ROAD B SS-03 GROVE RD JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SS-03.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SEWER PROFILES 21-000363_SS-03 SS-03 KLS 49 ---BJT KEY MAP FERNS LP SE FERNS LP SE FERNS LP SE 1/13/20261/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SS-04.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SEWER DETAILS 21-000363_SS-04 SS-04 KLS 50 ---BJT 1/13/20261/13/2026 JOB NO: DRAWING FILE NO: DATE: DESIGNER: BY DATE REVISIONS DRAWN BY: SHEET TITLE: OF DRAWING NO: SHEET NO: PROJECT NAME: SEAL: APPROVED BY: WILLOW GLENN IV YELM, WASHINGTON BJT NOVEMBER, 2025 23681 71 9819 GROVE ROAD SE USER: KSUMROKDATE: 9/23/2025FILE: P:\23000s\23681\asbuilt\Willows Glenn IV - As-builts - 2025-10-07\21-000363_SS-05.dwg 18215 72nd Avenue South Kent, WA 98032 855.CSG.1999 www.core-states.com AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT THIS AS-BUILT PLAN SHEET HAS BEEN REVIEWED AND ACCEPTED AS A RECORD DRAWING. THE LICENSED DESIGN ENGINEER WHOSE STAMP AND SIGNATURE APPEAR ON THIS SHEET ASSUMES FULL AND COMPLETE RESPONSIBILITY FOR THE ACCURACY THEREIN. BY:______________________________________________ Civil Review Engineer, City of Yelm DATE: __________________ I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE STORM DRAINAGE, WATER AND SEWER S.T.E.P. SYSTEM AND ROAD SYSTEM SHOWN HEREON IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. NAME, P.L.S & P.L.S NUMBER DATE: AS-BUILT CERTIFICATION PERMIT NO.: LD 2023.0188 CORE STATES GROUP ONLY CERTIFIES THE AS-BUILT INFORMATION AS SHOWN ON THESE PLANS THAT WERE APPROVED AS DESIGNED BY SCJ ALLIANCE SEWER DETAILS 21-000363_SS-05 SS-05 KLS 51 ---BJT CITY OF YELM GENERAL NOTES (PRESSURE SEWER MAIN INSTALLATION): “” ’ 1/13/2026 1/13/2026 PlotCfgs/AutoCAD PDF (General Documentation).pc3 PlotCfgs/SC-Full.ctb PlotCfgs/SC-Half.ctb Details/2-11 - Cement Concrete Sidewalk.pdf Details/Contech/Infiltration System - 39743 (10-20-2023 22-23-54).pdf Details/Oldcastle/OI-PerkFilter-8590-SpecifierPackage.pdf PerkFilter® Media Filtration Design Summary PROJECT INFORMATION PROJECT NAME: Willow Glenn IV PROJECT CITY: Rainier PROJECT STATE: Washington COMPANY: SCJ Alliance SITE TYPE: Residential SYSTEM DESIGN Treatment Flow Rate Peak Flow Rate Rim Elevation Inlet Pipe Invert Outlet Pipe InvertSite Designation Model Cartridge Size / Qty Sizing Criteria (cfs) (cfs) (ft) (ft) (ft) North PFV-68 18" / 7 FlowBased 0.15 2.30 344.00 337.86 335.56 South PFV-68 18" / 8 FlowBased 0.17 2.70 344.50 337.90 335.60 SECTION A-A Ø36" ACCESS COVER. CONCRETE FALSE FLOOR 18" PerkFilter CARTRIDGES 4" 5" 6" 4'-0"3'-9" DIVIDER WALL 2X Ø18" ACCESS COVERS. 2'-6" BYPASS WEIR FALSE FLOOR SUPPORT SPACER. 10" TOP SLAB RIM 4" MIN TO 5' MAX COVER (SEE NOTE 1.B) 9 1/4" LEFT END VIEW 5"x26" OUTLET WINDOW 6"x18" INLET WINDOW OPTIONAL DRAIN DOWN DEVICE INLET OUTLET 2.3' DROP RECOMMENDED, 9" MIN. 5'-1 1/4" MIN. 9'-9 1/4" MAX TOP SECTION NOT SHOWN FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. 18" PerkFilter CARTRIDGES A 6'-0" PLAN VIEW A CARTRIDGE HOLD DOWN BARS DIVIDER WALL S A U DFI 1325-0510 USA XXXX 6"2'-0" ALTERNATE INLET LOCATIONS AVAILABLE Ø18" MAX. PIPE INLET A Ø18" MAX. PIPE OUTLET 7'-0" INLET BAY OUTLET BAY 6" TYP. WALL THICKNESS 9'-0" 8'-0" 3/4" JOINT ALTERNATE OUTLET LOCATIONS AVAILABLE Media Filtration Ph: 800.579.8819 | www.oldcastleinfrastructure.com/stormwater THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT © 2022 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. SHEET NAME REVISION SHEET REV DATE SCJ Alliance PerkFilter® Vault CUSTOMER PROJECT NAME (STANDARD) Willow Glenn IV 1 OF 1Specifier Drawing PFV-68-18 6'x8' With 18" Cartridges NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER-OF-RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. ACI 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER-OF-RECORD SHALL VERIFY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL. 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3,000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLAB/WALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT OLDCASTLE INFRASTRUCTURE. 13. MAXIMUM PICK WEIGHTS: A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS* (* COMBINED WEIGHT OF BASE INCLUDES DIVIDER WALLS, FALSE FLOOR, AND PRODUCT INTERNALS.) 14. INTERNALS SHALL CONSIST OF CARTRIDGES, WEIR WALL, FALSE FLOOR, FALSE FLOOR SUPPORT SPACERS, AND DIVIDER WALL. PERFORMANCE SPECIFICATIONS Peak Treatment Capacities:1 NJDEP 80% Removal, 75 micron 0.409 cfs WA Ecology GULD - Basic & Phosphorus 0.205 cfs SITE SPECIFIC DATA Structure ID Treatment Flow Rate (gpm/cfs) Peak Flow Rate (cfs) Rim Elevation Pipe Data Pipe Size Pipe Type Invert Elevation Outlet Notes: Pipe Location Inlet 1 9.6 cfs Inlet 2 Max. Bypass Capacity Max. Cartridge Quantity 9 1. Contact Oldcastle for alternative treatment and peak flow capacities. Cartridge Quantity North 2.3 - - - - - - - 7 342.41 337.81 335.51 0.154 cfs SECTION A-A Ø36" ACCESS COVER. CONCRETE FALSE FLOOR 18" PerkFilter CARTRIDGES 4" 5" 6" 4'-0"3'-9" DIVIDER WALL 2X Ø18" ACCESS COVERS. 2'-6" BYPASS WEIR FALSE FLOOR SUPPORT SPACER. 10" TOP SLAB RIM 4" MIN TO 5' MAX COVER (SEE NOTE 1.B) 9 1/4" LEFT END VIEW 5"x26" OUTLET WINDOW 6"x18" INLET WINDOW OPTIONAL DRAIN DOWN DEVICE INLET OUTLET 2.3' DROP RECOMMENDED, 9" MIN. 5'-1 1/4" MIN. 9'-9 1/4" MAX TOP SECTION NOT SHOWN FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. 18" PerkFilter CARTRIDGES A 6'-0" PLAN VIEW A CARTRIDGE HOLD DOWN BARS DIVIDER WALL S A U DFI 1325-0510 USA XXXX 6"2'-0" ALTERNATE INLET LOCATIONS AVAILABLE Ø18" MAX. PIPE INLET A Ø18" MAX. PIPE OUTLET 7'-0" INLET BAY OUTLET BAY 6" TYP. WALL THICKNESS 9'-0" 8'-0" 3/4" JOINT ALTERNATE OUTLET LOCATIONS AVAILABLE Media Filtration Ph: 800.579.8819 | www.oldcastleinfrastructure.com/stormwater THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT © 2022 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. SHEET NAME REVISION SHEET REV DATE SCJ Alliance PerkFilter® Vault CUSTOMER PROJECT NAME (STANDARD) Willow Glenn IV 1 OF 1Specifier Drawing PFV-68-18 6'x8' With 18" Cartridges NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER-OF-RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. ACI 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER-OF-RECORD SHALL VERIFY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL. 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3,000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLAB/WALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT OLDCASTLE INFRASTRUCTURE. 13. MAXIMUM PICK WEIGHTS: A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS* (* COMBINED WEIGHT OF BASE INCLUDES DIVIDER WALLS, FALSE FLOOR, AND PRODUCT INTERNALS.) 14. INTERNALS SHALL CONSIST OF CARTRIDGES, WEIR WALL, FALSE FLOOR, FALSE FLOOR SUPPORT SPACERS, AND DIVIDER WALL. PERFORMANCE SPECIFICATIONS Peak Treatment Capacities:1 NJDEP 80% Removal, 75 micron 0.409 cfs WA Ecology GULD - Basic & Phosphorus 0.205 cfs SITE SPECIFIC DATA Structure ID Treatment Flow Rate (gpm/cfs) Peak Flow Rate (cfs) Rim Elevation Pipe Data Pipe Size Pipe Type Invert Elevation Outlet Notes: Pipe Location Inlet 1 9.6 cfs Inlet 2 Max. Bypass Capacity Max. Cartridge Quantity 9 1. Contact Oldcastle for alternative treatment and peak flow capacities. Cartridge Quantity South 2.7 - - - 337.9 - - - - - - 335.6 8 343.14 0.191 cfs 9 Inspection and Maintenance Guide PERKFILTER® PerkFilter Media Filtration System Description The PerkFilter is a stormwater treatment device used to remove pollutants from urban runoff. Impervious surfaces and other urban and suburban landscapes generate a variety of contaminants that can enter stormwater and pollute downstream receiving waters. The PerkFilter is a media-filled cartridge filtration device designed to capture and retain sediment, gross solids, metals, nutrients, hydrocarbons, and trash and debris. As with any stormwater treatment system, the PerkFilter requires periodic maintenance to sustain optimum system performance. Function The PerkFilter is a water quality treatment system consisting of three chambers: an inlet chamber, a filter cartridge treatment chamber, and an outlet chamber (Figure 1). Stormwater runoff enters the inlet chamber through an inlet pipe, curb opening, or grated inlet. Gross solids are settled out and floating trash and debris are trapped in the inlet chamber. Pretreated flow is then directed to the treatment chamber through an opening in the baffle wall between the inlet chamber and treatment chamber. The treatment chamber contains media-filled filter cartridges (Figure 2) that use physical and chemical processes to remove pollutants. During a storm event, runoff pools in the treatment chamber before passing radially through the cylindrical cartridges from the outside surface, through the media for treatment, and into the center of the cartridge. At the center of the cartridge is a center tube assembly designed to distribute the hydraulic load evenly across the surface of the filter cartridge and control the treatment flow rate. The center tube assembly discharges treated flow through the false floor and into the outlet chamber. A draindown feature built into each cartridge allows the treatment chamber to dewater between storm events. Figure 1. Schematic of the PerkFilter System. Access covers Filter cartridge treatment chamberPrecast concrete vault Inlet chamber Inlet pipe Bypass assembly Concrete false floor Outlet chamber Outlet hood Outlet pipe All PerkFilter systems include a high flow bypass assembly to divert flow exceeding the treatment capacity of the filter cartridges around the treatment chamber. The bypass assembly routes peak flow from the inlet chamber directly to the outlet chamber, bypassing the treatment chamber to prevent sediment and other captured pollutants from being scoured and re-entrained by high flow. Treated flow and bypass flow merge in the outlet chamber for discharge by a single outlet pipe. Configuration The PerkFilter structure may consist of a vault, manhole, or catch basin configuration. Catch basin units may be fabricated from concrete or steel. Internal components including the PerkFilter cartridges are manufactured from durable plastic and stainless steel components and hardware. All cartridges are 18 inches in diameter and are available in two heights: 12-inch and 18-inch. Cartridges may be used alone or may be stacked (Figure 3) to provide 24-inch and 30-inch combinations. The capacity of each cartridge or cartridge combination is dictated by the allowable operating rate of the media and the outer surface area of the cartridge. Thus, taller cartridges have greater treatment capacity than shorter cartridges but they also require more hydraulic drop across the system. Cartridges may be filled with a wide variety of media but the standard mix is composed of zeolite, perlite and carbon (ZPC). Access to an installed PerkFilter system is typically provided by ductile iron castings or hatch covers. The location and number of access appurtenances is dependent on the size and configuration of the system. Single or bottom stacked cartridge Inner interconnector coupling (2“ dia.) Top stacked cartridge Vent tube (4“ dia.) Outer interconnector coupling (4“ dia.) Urethane bottom cap Slip coupler (2“ dia.) Figure 3. Schematic of stacked cartridges and connector components. Maintenance Overview State and local regulations require all stormwater management systems to be inspected on a periodic basis and maintained as necessary to ensure performance and protect downstream receiving waters. Maintenance prevents excessive pollutant buildup that can limit system performance by reducing the operating capacity and increasing the potential for scouring of pollutants during periods of high flow. Inspection and Maintenance Frequency The PerkFilter should be inspected on a periodic basis, typically twice per year, and maintained as required. Initially, inspections of a new system should be conducted more frequently to help establish an appropriate sitespecific inspection frequency. The maintenance frequency will be driven by the amount of runoff and pollutant loading encountered by a given system. In most cases, the optimum maintenance interval will be one to three years. Inspection and maintenance activities should be performed only during dry weather periods. Inspection Equipment The following equipment is helpful when conducting PerkFilter inspections: • Recording device (pen and paper form, voice recorder, iPad, etc.) • Suitable clothing (appropriate footwear, gloves, hardhat, safety glasses, etc.) • Traffic control equipment (cones, barricades, signage, flagging, etc.) • Socket and wrench for bolt-down access covers • Manhole hook or pry bar • Flashlight • Tape measure • Measuring stick or sludge sampler • Long-handled net (optional) Inspection Procedures PerkFilter inspections are visual and may be conducted from the ground surface without entering the unit. To complete an inspection, safety measures including traffic control should be deployed before the access covers are removed. Once the covers have been removed, the following items should be checked and recorded (see form provided at the end of this document) to determine whether maintenance is required: • Inspect the internal components and note whether there are any broken or missing parts. In the unlikely event that internal parts are broken or missing, contact Oldcastle Infrastructure at (800) 579-8819 to determine appropriate corrective action. • Note whether the inlet pipe is blocked or obstructed. The outlet pipe is covered by a removable outlet hood and cannot be observed without entering the unit. • Observe, quantify and record the accumulation of floating trash and debris in the inlet chamber. The significance of accumulated floating trash and debris is a matter of judgment. A long-handled net may be used to retrieve the bulk of trash and debris at the time of inspection if full maintenance due to accumulation of floating oils or settled sediment is not yet warranted. • Observe, quantify and record the accumulation of oils in the inlet chamber. The significance of accumulated floating oils is a matter of judgment. However, if there is evidence of an oil or fuel spill, immediate maintenance by appropriate certified personnel is warranted. • Observe, quantify and record the average accumulation of sediment in the inlet chamber and treatment chamber. A calibrated dipstick, tape measure, or sludge sampler may be used to determine the amount of accumulated sediment in each chamber. The depth of sediment may be determined by calculating the difference between the measurement from the rim of the PerkFilter to the top of the accumulated sediment and the measurement from the rim of the PerkFilter to the bottom of the PerkFilter structure. Finding the top of the accumulated sediment below standing water takes some practice and a light touch, but increased resistance as the measuring device is lowered toward the bottom of the unit indicates the top of the accumulated sediment. • Finally, observe, quantify and record the amount of standing water in the treatment chamber around the cartridges. If standing water is present, do not include the depth of sediment that may have settled out below the standing water in the measurement. Maintenance Triggers Maintenance should be scheduled if any of the following conditions are identified during the inspection: • Internal components are broken or missing. • Inlet piping is obstructed. • The accumulation of floating trash and debris that cannot be retrieved with a net and/or oil in the inlet chamber is significant. • There is more than 6” of accumulated sediment in the inlet chamber. • There is more than 4” of accumulated sediment in the treatment chamber. • There is more than 4” of standing water in the treatment chamber more than 24 hours after end of rain event. • A hazardous material release (e.g. automotive fluids) is observed or reported. • The system has not been maintained for 3 years (wet climates) to 5 years (dry climates). Maintenance Equipment The following equipment is helpful when conducting PerkFilter maintenance: • Suitable clothing (appropriate footwear, gloves, hardhat, safety glasses, etc.) • Traffic control equipment (cones, barricades, signage, flagging, etc.) • Socket and wrench for bolt-down access covers • Manhole hook or pry bar • Confined space entry equipment, if needed • Flashlight • Tape measure • 9/16” socket and wrench to remove hold-down struts and filter cartridge tops • Replacement filter cartridges • Vacuum truck with water supply and water jet Contact Oldcastle Infrastructure at (800) 579-8819 for replacement filter cartridges. A lead time of four weeks is recommended. Maintenance Procedures Maintenance should be conducted during dry weather when no flow is entering the system. Confined space entry is necessary to maintain vault and manhole PerkFilter configurations. Only personnel that are OSHA Confined Space Entry trained and certified may enter underground structures. Confined space entry is not required for catch basin PerkFilter configurations. Once safety measures such as traffic control are deployed, the access covers may be removed and the following activities may be conducted to complete maintenance: • Remove floating trash, debris and oils from the water surface in the inlet chamber using the extension nozzle on the end of the boom hose of the vacuum truck. Continue using the vacuum truck to completely dewater the inlet chamber and evacuate all accumulated sediment from the inlet chamber. Some jetting may be required to fully remove sediment. The inlet chamber does not need to be refilled with water after maintenance is complete. The system will fill with water when the next storm event occurs. • Remove the hold-down strut from each row of filter cartridges and then remove the top of each cartridge (the top is held on by four 9/16” bolts) and use the vacuum truck to evacuate the spent media. When empty, the spent cartridges may be easily lifted off their slip couplers and removed from the vault. The couplers may be left inserted into couplings cast into the false floor to prevent sediment and debris from being washed into the outlet chamber during washdown. • Once all the spent cartridges have been removed from the structure, the vacuum truck may be used to evacuate all accumulated sediment from the treatment chamber. Some jetting may be required to fully remove sediment. Take care not to wash sediment and debris through the openings in the false floor and into the outlet chamber. All material removed from the PerkFilter during maintenance including the spent media must be disposed of in accordance with local, state, and/or federal regulations. In most cases, the material may be handled in the same manner as disposal of material removed from sumped catch basins or manholes. • Place a fresh cartridge in each cartridge position using the existing slip couplers and urethane bottom caps. If the vault is equipped with stacked cartridges, the existing outer and inner interconnector couplers must be used between the stacked cartridges to provide hydraulic connection. Transfer the existing vent tubes from the spent cartridges to the fresh cartridges. Finally, refit the struts to hold the fresh cartridges in place. • Securely replace access covers, as appropriate. • Make arrangements to return the empty spent cartridges to Oldcastle Infrastructure. Inlet or Outlet Blockage or Obstruction Notes: Yes No PerkFilter Inspection and Maintenance Log Location Structure Configuration and Size: Inspection Date Vault _____feet x _____feet Manhole _____feet diameter Catch Basin _____feet x _____feet Number and Height of Cartridge Stacks: Media Type: Count_____each 12” 18” 24” 30” ZPC Perlite Other___________________ Condition of Internal Components Notes: Good Damaged Missing Floating Trash and Debris Notes: Significant Not Significant Floating Oils Notes: Significant Not Significant Spill Sediment Depth in Inlet Chamber Notes: Inches of Sediment:___________ Maintenance Required Yes - Schedule Maintenance No - Inspect Again in _______ Months Sediment Depth in Treatment Chamber Notes: Inches of Sediment:___________ Standing Water in Treatment Chamber Notes: Inches of Standing Water:___________ PERKFILTER® BUILDING STRUCTURES OUR MARKETS TRANSPORTATION WATER ENERGYCOMMUNICATIONS June 2019 v.1 www.oldcastleinfrastructure.com 800-579-8819 Details/2-12 - Typ Curb Ramps.pdf Details/2-13 - Cement Concrete Curbs.pdf Details/2-16 - Cast in place monument.pdf Details/2-4 - Commercial Collector.pdf Details/2-7 - Local Access Residential.pdf Details/2-8B - On-Street Parking Detail.pdf Details/4-1 - single meter service.pdf Details/4-10 - CONNECT TO EX MAIN.pdf Details/4-11 - Standard Valve Box.pdf Details/4-13 - Std Blocking Detail.pdf Details/4-14 - Thrust Loads.pdf Details/4-15 - Typ Water Main Trench & Bedding.pdf Details/4-2 - dual meter service.pdf Details/4-6 - Sampling Station.pdf SAMPLING STATION Details/4-7 - Fire Hydrant.pdf Details/4-8 - 2in air and vacuum release valve.pdf Details/4-9 - 2 INCH BLOW OFF ASSEMBLY.pdf Details/5-1 - Typ 1in and 2in service connections.pdf5-20 Details/5-12 - Typ Sewer Automatic Air Release Valve.pdf5-20 “ ” Details/5-14 - Tank Bedding.pdf5-20 Details/5-15 - Riser (non-traffic rated).pdf5-20 Details/5-16 - End of Line Cleanout.pdf5-20 Details/5-17 - Typical Sewer Main Line Gate Valve.pdf Details/5-19 - Mainline pig port detail.pdf5-20 Details/5-2 - Typ Double Service Connection.pdf5-20 s Details/5-3 - Typ SS Pipe Trench.pdf5-20 Details/5-7 - Typ Connection.pdf5-20 Details/5-8 - Setback Detail.pdf5-20 Details/5-9 - Typ Residential Concrete Tank Installtion.pdf5-20 Details/CBU Detail USPS G1-2-0e1.pdfHandbook PO-632 - National Delivery Planning Standards - A Guide for Builders and Developers - May 2020 July 2020 25 Appendix B Cluster Box Unit Installation Multiple Unit Details/Google Maps - Clipped.pdf Details/SnoutSpec18.pdf/Users/tjm/Library/Mobile Documents/com~apple~CloudDocs/BMP CD ROM 11-11/BMP 2018/CAD Files/01-Design-Specifications/SnoutSpec '18.dwg Details/SWMMWW - Silt Fence.pdfC:\FlareProjects\2024SWMMs\Content\Resources\Images\Figures\SiltFence ECY Portrait Exhibit 8.5x11 (1) Details/SWMMWW - Stabilized Construction Access.pdfC:\FlareProjects\2024SWMMs\Content\Resources\Images\Figures\StabilizedConstructionAccess ECY Portrait Exhibit 8.5x11 (1) Details/SWMMWW - Wheel Wash.pdfC:\FlareProjects\2024SWMMs\Content\Resources\Images\Figures\WheelWash ECY Portrait Exhibit 8.5x11 (1) Details/WSDOT - b10.20-03 - Type 2 CB.pdfCatch Basin Type 2 Details/WSDOT - b5.20-03_e - Type 1 CB.pdfCatch Basin Type 1 ....I ....I w 0 0 :::i z a:: w u.. #3 BAR EACH CORNER #3 BAR HOOP #3 BAR EACH WAY FRAME AND VANED GRATE ) 2", 4", 6", 12", OR 24" ONE #3 BAR FOR 6" (IN) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION #3 BAR (TYP.) PRECAST BASE SECTION PIPE ALLOWANCES MAXIMUM INSIDE PIPE MATERIAL DIAMETER REINFORCED OR PLAIN CONCRETE ALL METAL PIPE CPSSP* (STD. SPEC. SECT. 9-05.20) SOLID WALL PVC (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC (STD. SPEC. SECT. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" (IN) MIN. #3 BAR HOOP (INCHES) 12" 15" 12" 15" 15" .. (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20" (in). Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down, or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. ~#~ CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER .... VI Washington State Department of Transportation .YPMI,IMPQER   (MKMXEPP]WMKRIHF]6SEVO7XIZI 6SEVO7XIZI (EXI  Details/WSDOT - f40.15-04_e - CURB RAMP.pdfPerpendicular Curb Ramp (MKMXEPP]WMKRIHF]67GSXX>IPPIV (EXI  (EXI   Details/WSDOT - g20.10-03_e.pdfGround Mounted Sign Placement 12' MIN. MAJOR SIGN EDGE OF TRAVELED WAY SHOULDER 6' MIN. SLOPE BREAK KEYNOTE 0 w 12' MIN. SIGN MIN. EDGE OF TRAVELED SHOULDER 6' I : WAY V (7' MIN.) SLOPE BREAK ....I ....I SIGN INSTALLATION w Cl IN FILL SECTION Cl ::i z c::: w LL I :;.: w CD 5' SIGN MIN. Cl , -EDGE OF TRAVELED v WAY J"l TRAFFIC BARRIER SIGN INSTALLATION BEHIND TRAFFIC BARRIER w EDGE OF TRAVELED WAY SIGN INSTALLATION IN CURB SECTION w 12' MIN. SHOULDER 6' MIN. I V (7' MIN.) i SIGN EDGE OF TRAVELED WAY FILL SLOPES STEEPER THAN 6H : 1V SLOPE BREAK SIGN INSTALLATION ON STEEP FILL SLOPES w 12' MIN. PRIMARYSHOULDER 6' SIGN MIN. ____1i,,r___ t O" MIN. [ L_ 3" MAX. EDGE OF TRAVELED WAY SUPPLEMENTAL PLAQUE SLOPE BREAK SIGN WITH SUPPLEMENTAL PLAQUE INSTALLATION IN FILL SECTION w 12' MIN. SHOULDER SIGN:-M~~:1 I DITCH ct EDGE OF TRAVELED 1 :--.,;,.,...'"" WAY v I(7' MIN.) 1 7' MIN. I SLOPE BREAK SIGN INSTALLATION IN DITCH SECTION ~ EDGE OF TRAVELED WAY w 12' MIN. SHOULDER 6' MIN. I SLOPE BREAK MULTIPLE SIGN POST INSTALLATION IN FILL SECTION w SIGN GUIDE OR DIRECTIONAL SIGN WITH SECONDARY SIGN INSTALLATION ON EXPRESSWAYS AND FREEWA VS SHOULDER w 12' MIN. I 4' EDGE OF TRAVELED WAY DITCH ct 1 :v I (7' MIN.) ! I I SLOPE BREAK MULTIPLE SIGN POST INSTALLATION IN DITCH SECTION NOTES 1. Refer to the Sign Specification Sheet of the Contract for the 'V' and 'W distances. 2. The minimum vertical distance from the bottom of the sign to the ground shall not be less than 7' (ft) for signs located within the Design Clear Zone. 6H : 1V SLOPE OR FLATTER 3' (FT) MIN. FROM ANY POINT ALONG BOTTOM EDGE OF SIGN PANEL TO THE GROUND SIGN Aug 20, 2021 GROUND MOUNTED SIGN PLACEMENT STANDARD PLAN G-20.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ~ Aug 20, 2021 STATE DESIGN ENGINEER .... ... Washington Stole Department of Transportation Details/WSDOT - g24.50-05_e.pdfSteel Sign Support Types ST-1 - ST-4 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation 1. 2. NOTES A ~ ~ A A A 3' 0" 3' 6" 4" MAX. ELEVATION TYPE ST-1 SIGN SUPPORT ELEVATION TYPE ST-2 SIGN SUPPORT ELEVATION TYPE ST-3 SIGN SUPPORT ELEVATION TYPE ST-4 SIGN SUPPORT TYPE ST-4TYPE ST-2TYPE ST-1 TYPE ST-3 B AVIEW SIGN POST TOP OF TOP OF SIGN SIGN POST 2" VARI ES VARI ES LINE GROUND FINISHED 3' 6" 3' 0" 1" COMMERCIAL CONCRETE 9" STABILIZER FIN CLEAN-OUT BAR 4" MAX. 9" BACKFILL MATERIAL COMPACTED NATIVE DIAM. 12" BACKFILL MATERIAL COMPACTED NATIVE 3' 6" 3' 0" SIGN POST FOR SIGN POST BOLT STOP LEG ANGLE ANCHOR STABILIZER FIN WEDGE SIGN POST SIGN POST POST SUPPORT LOWER SIGN BAR CLEAN OUT POST SUPPORT LOWER SIGN ~ ~ FOR SIGN POST BOLT STOP ~ ~ LEG ANGLE ANCHORFOR SIGN POST BOLT STOP DIAM. 9" DIAM. 12" SEE STD. PLAN G-20.10 DRAWN BY: FERN LIDDELL 3. LINE GROUND FINISHED SQUARE TUBE TOP OF LOWER LINE GROUND FINISHED LINE GROUND FINISHED OF SIGN BOTTOM SIGN PANEL SIGN PANEL OF SIGN BOTTOM AND WASHER (TYP.) HEX BOLT WITH NUT FOR SIGN POST BOLT STOP H1" ~ POST HEIGHT " H1" ~ POST HEIGHT " H1" ~ POST HEIGHT " H1" POST HEIGHT " 12-GAGE STEEL TUBE OR 2 1/4" (IN) SQUARE, SIGN POST ~ 2" (IN) STEEL TUBE SQUARE, 12-GAGE SIGN POST ~ 2 1/4" (IN) SQUARE, 12-GAGE STEEL TUBE SUPPORT ~ 2 1/2" (IN) LOWER SIGN POST REQUIRED ~ SEE SIGN BRACE, WHEN STD. PLAN G-50.10 ( SEE NOTE 2) ( SEE NOTE 2) ( SEE NOTE 2) NOTE 3) STEEL TUBE (SEE SQUARE, 12-GAGE SIGN POST ~ 2 1/2" (IN) ( SEE NOTE 2) SEE STD. PLAN G-20.10 7' 0" MI N. SEE STD. PLAN G-20.10 7' 0" MI N. 7' 0" MI N. SEE STD. PLAN G-20.10 7' 0" MI N. POST SIGN HEAVY-DUTY ANCHOR 7-GAGE, HOT-DIP GALV., SUPPORT ~ 3" (IN), LOWER SIGN POST 4. 5. TUBE SQUARE LOWER TOP OF 2 REQUIRED (TYP.) WITH NUT AND WASHERS ~ FLANGED SHOULDER BOLT 1" ~ ~ SIGN POST SIGN PANEL BDETAIL HEAD NUT 3/8" (IN) HEX HEX HEAD BOLT 3 1/2" (IN) LONG 3/8" (IN) DIAM. × H1 be substituted. See Contract Plans. 2 1/4" (in) post with a 2 1/2" (in) PSST anchor may A 2" (in) post with a 2 1/4" (in) PSST anchor or a ", refer to the Sign Specification Sheet in the Contract.For " assembled. are shown on this plan only to illustrate how the parts are NCHRP 350 crash test criteria. The base connection details patented, manufactured products that are in compliance with nections are intentionally not shown. Base connections are Dimensions for the parts used to assemble the base conNYLON WASHER STEEL FLAT WASHER 7/16" (IN) INSIDE DIAMETER (I.D.) WASHER STEEL LOCK 7/16" (IN) I.D. 2", 2 1/4" DEPTH BURIED 2' - 6" 3' - 0" STEEL TUBE SQUARE, 12-GAGE 2 1/4" (IN), OR 2 1/2" (IN) SIGN POST ~ 2" (IN), STANDARD PLAN G-24.50-05 INSTALLATION DETAILS TYPES ST-1 - ST-4 STEEL SIGN SUPPORT SEE TABLE POST SIZE 2 1/2" 9-289-06 Standard Specification Standard Specification, Section 9-06 . and Sections ,that meets the requirements of Use only base connection manufacturer supplied hardware . Perforated square steel post shall meet the requirements of S T A T E O F W A S H I N G T O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 29115 T E B S I N . C N H O J Details/WSDOT - m15.10-02.pdfCrosswalk Layout I SHOULDER AREA I LANEI ROADWAY I <t. <t. I I I I I I I I I I I I I I I I I I I 2' I 1' WIDE FOR SHOULDERS < 4' WIDE -1---~ I I I I I 1r ,·ili I 2' WIDE FOR SHOULDERS ICTYP31 I I OVER 4' (FT) WIDE II II II II II II II II II II INSTALL CROSSWALK LINES IN I I IISHOULDER AREAS ONLY WHEN II IADJACENT TO A SIDEWALK OR I IIA SEP ARA TE WALKWAY (TYP.) CROSSWALK LINE EDGE OF PAVEMENT, OR FACE OF CURB (WITHOUT GUTTER)., OR EDGE OF GUTTER PAN (WHEN THERE IS CURB AND GUTTER) (TYP.) EDGE OF TRAVELED LANEWAY I I LANE CROSSWALK DETAIL NOTES: SHOULDER AREA 1. See Contract Plans for crosswalk locations. 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline. 3. To the maximum extent possible, crosswalks should be perpendicular to the traveled way centerline. 4. See Contract plans for crosswalk width. ~ LU l­ 5. To maximim extent possible, place crosswalk o z bars out of the wheel paths. LU LU .8. STOP LINE EDGE OF TRAVELED WAY Jul17,2023 CROSSWALK LAYOUT STANDARD PLAN M-15.10-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ~{2 ~ Jul 17, 2023 ,.-.. STATE DESIGN ENGINEER p Washington State 'I' Department of Transportation Details/WSDOT - m20.10-04_e.pdfLongitudinal Marking Patterns -' -' UJ □ □ ::J z c::: UJ LL ;;.: cc I □ 1IT 3IT 10'··· _ · _ ·_ · ·_ · - --- -~. .. ... .... ... .------------,1 \ YELLOW-=RLINE, CENTERLINE & LANE LINE WHITE - LANE LINE 10' ... 30' 10' YELLOW NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE 10' ... 30' REVERSIBLE LANE LINE 10' 30' 10'-_ · - -•· _ . _ - - T \WHITE WIDE BROKEN LANE LINE SEE CONTRACT FOR LENGTH \ YELLOW OR WHITE SEE NOTE 2 EDGE LINE & SOLID LANE LINE NOTES 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Centerline shall be 12" everywhere, except 4" for left-turn channelization and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non-state routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4". ~-------------------- 4" OR 12" ~ _[ SEE NOTE 3 ~i==~---------~T ~t DOUBLE CENTERLINE & DOUBLE LANE LINE SEE CONTRACT FOR LENGTH L~I-------~\ WHITE WIDE EDGE LINE & WIDE SOLID LANE LINE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS SEE CONTRACT FOR LENGTH tL~--------~~t L ~------~+----DOUBLE WIDE LANE LINE SEE CONTRACT FOR LENGTH YELLOW - DBL. CENTERLINE, WHITE - DBL. LANE LINE Aug 1, 2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 1 OF 4 SHEETS APPROVED FOR PUBLICATION Aug 2, 2022 STATE DESIGN ENGINEER...... BARRIER LINE YELLOW ~• Washingtan State Department of Transportation Details/WSDOT - m24.60-04_e.pdfm24.60-04_e.pdf Details/WSDOT b05.40-02_e.pdfb05.40-02_e-Default SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation CATCH BASIN TYPE 1L STANDARD PLAN B-5.40-02 RECTANGULAR ADJUSTMENT SECTION DRAWN BY: LI SA CYFORD PIPE ALLOWANCES REDUCING SECTION PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION 5" 5" 34" 24" 30" 20" 2", 4", 6", 12", OR 24" 8" 8" 4" 2" 44" EACH WAY #3 BAR EACH CORNER #3 BAR 16" MI N. 40" 24" 36" 20" #3 BAR HOOP (SEE NOTE 1) 6" NOTES 1. 2. 3. 4. 5. 6. 7. ALL METAL PIPE * STORM SEWER PIPE CORRUGATED POLYETHYLENE 18" 21" 18" 21" 21" * PIPE MATERIAL PLAIN CONCRETE REINFORCED OR FRAME AND VANED GRATE INCREMENT, SPACED EQUALLY ONE #3 BAR FOR EACH 6" (IN) HEIGHT ( SEE NOTE 6) 32" ( SEE NOTE 6) 28" 4" MI N. ( TYP. ) #3 BAR HOOP (TYP.) #3 BAR 18" (IN) MIN. #3 BAR EACH CORNER (INCHES) DIAMETER INSIDE MAXIMUM CPSSP (STD. SPEC. SECT. 9-05.20) SOLID WALL PVC (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC (STD. SPEC. SECT. 9-05.12(2)) All pickup holes shall be grouted full after the basin has been placed. The opening shall be measured at the top of the Precast Base Section. be sloped at a rate of 1 : 24 or steeper. The Precast Base Section may have a rounded floor, and the walls may cast into the adjustment section with flange up. The frame and grate may be installed with the flange down or integrally shall be 5' (ft). The maximum depth from the finished grade to the lowest pipe invert .Standard Specification Section 9-04.3with pipe. After the pipe is installed, fill the gap with joint mortar in accordance a 1.5" (in) minimum gap between the knockout wall and the outside of the shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide The knockout shall not be greater than 26" (in), in any direction. Knockouts knockouts. . Wire mesh shall not be placed in thePRECAST BASE SECTION be used with the minimum required rebar shown in the ALTERNATIVE wire mesh having a minimum area of 0.12 square inches per foot, shall , fibers (placed according to the Standard Specifications), orSECTION PRECAST BASEAs acceptable alternatives to the rebar shown in the HOOPS TWO #3 BAR S T A T E O F W A S H I N G T O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R N A M L I E H E I L U J 41819 Details/WSDOT Sign manual 50.pdfSign Fabrication Manual M 55-05 Page 50 WSDOT Sign Fabrication Manual M 55-05 July 2021 .dwt Textures/Concrete.Cast-In-Place.Exposed Aggregate.Medium.jpg Textures/Concrete.Cast-In-Place.Flat.Grey.1.jpg Textures/Concrete.Precast Structural Concrete.Smooth.jpg Textures/Finishes.Ceilings.Acoustical Tile.Exposed Grid.2x2.Pebble.White.jpg Textures/Finishes.Ceilings.Acoustical Tile.Exposed Grid.2x4.Pebble.White.jpg Textures/Finishes.Flooring.Tile.Square.Terra Cotta.jpg Textures/Finishes.Flooring.Wood.Plank.Beech.jpg Textures/Finishes.Gypsum Board.Painted.White.jpg Textures/Finishes.Masonry Flooring.Granite.Mauve-Black.jpg Textures/Finishes.Metal Framing Systems.Furring.jpg Textures/Finishes.Metal Framing Systems.Stud.jpg Textures/Finishes.Painting.Paint.jpg Textures/Finishes.Plaster.Stucco.Fine.Brown.jpg Textures/Masonry.Stone.Granite.Square.Stacked.Polished.Copper-Black.jpg Textures/Masonry.Stone.Granite.Square.Stacked.Polished.Grey.jpg Textures/Masonry.Stone.Marble.Square.Stacked.Polished.White-Brown-Black.jpg Textures/Masonry.Unit Masonry.Brick.Modular.Running.jpg Textures/Masonry.Unit Masonry.CMU.Stretcher.Running.jpg Textures/Metals.Metal Fabrications.Metal Stairs.Galvanized.jpg Textures/Metals.Ornamental Metals.Aluminum.Brushed.jpg Textures/Metals.Ornamental Metals.Stainless.Satin.jpg Textures/Sitework.Paving - Surfacing.Asphalt.1.jpg Textures/Sitework.Planting.Grass.Short.jpg Textures/Sitework.Planting.Grass.Thick.jpg Textures/Sitework.Planting.Gravel.Crushed.jpg Textures/Sitework.Planting.Gravel.Mixed.jpg Textures/Sitework.Planting.Soil.jpg 23681-ASB01.dwg _21-000363 X-UT.dwg _21-000363 X-CONT.dwg 21-000363_DM-01.dwg _21-000363 X-PROP.dwg 21-000363_GN-01.dwg 21-000363_EX-02.dwg 21-000363_SP-05.dwg 21-000363_SP-03.dwg 21-000363_SP-04.dwg 21-000363_PP-02.dwg 21-000363_PP-03.dwg 21-000363_PP-01.dwg 21-000363_PP-08.dwg 21-000363_PP-06.dwg 21-000363_PP-07.dwg 21-000363_PP-04.dwg 21-000363_PP-05.dwg 21-000363_CG-11.dwg 21-000363_SD-04.dwg 21-000363_WT-03.dwg 21-000363_WT-02.dwg 21-000363_SD-05.dwg 21-000363_WT-04.dwg 21-000363_SD-02.dwg 21-000363_WT-05.dwg 21-000363_SS-02.dwg 21-000363_SS-03.dwg 21-000363_SS-04.dwg 21-000363_SS-05.dwg 21-000363_IL-02.dwg 21-000363_IL-01.dwg 21-000363_IL-03.dwg 21-000363_CG-02.dwg 21-000363_IL-04.dwg 21-000363_SD-03.dwg _21-000363 X-PV.dwg 21-000363_CG-09.dwg 21-000363_CG-10.dwg 21-000363_CG-08.dwg 21-000363 C3D.dwg 21-000363_CG-06.dwg 21-000363_CG-07.dwg 21-000363_CG-05.dwg 21-000363_CG-04.dwg 21-000363.dst _21-000363 X-SP.dwg 21-000363_WT-01.dwg 21-000363_SS-01.dwg 21-000363_SD-01.dwg 21-000363_UT-01.dwg 21-000363_CV-01.dwg 21-000363_CG-03.dwg 21-000363_CG-01.dwg 21-000363_PP-09.dwg 21-000363_HC-01.dwg 21-000363_SP-01.dwg 21-000363_SP-06.dwg 21-000363_SP-02.dwg _21-000363 X-SV.dwg 21-000363_EX-01.dwg _21-000363 X-TBLK.dwg _21-000363 X-CHAN.dwg _21-000363 X-EC.dwg _21-000363 X-RM.dwg _21-000363 X-IL.dwg 21-000363_EC-02.dwg _21-000363 X-IR.dwg _21-000363 X-KEYMAP.dwg _21-000363 X-LS.dwg _21-000363 X-RS.dwg 21-000363_EC-01.dwg _21-000363 X-LEGEND.dwg