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HomeMy WebLinkAboutR-420001O 0 W Z W 75 Q n Q 0 W rr W Q w a Z PLAN VIEW 1 "=30' PARCEL NUMBER TITLE PARCEL A (APN. 172305-9069) TITLE PARCEL B (APN. 172305-9136) TITLE PARCEL C (APN. 182305-9115) TITLE PARCEL D (APN. 182305-9282) VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS ESTABLISHED PER THE PUBLISHED ELEVATION OF CITY OF RENTON POINT DESIGNATION 1847, BEING A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET,. ELEVATION WAS HELD AT 230.75' CHECK BETWEEN PROJECT BENCHMARK AND CITY OF RENTON POINT ID #1847 , RESULTED IN A VERTICAL CLOSURE OF +0.005' OF PUBLISHED. c Know what's below. Call before you dig. SITE ADDRESS 625 WILLIAMS AVE. S. RENTON, WA 98055 TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE BASIS OF BEARING DRAWINGS AS A RESULT. BASIS OF BEARING WAS DERIVED BY OBSERVATION ON A FOUND COPPER PIN, DOWN 0.3' IN CASE IN NORTHEAST 8TH STREET, KNOWN AS CITY OF TRENCH NOTE RENTON ID #1847 AND A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET, KNOWN AS CITY OF RENTON ID #230. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE BEARING BETWEEN THESE TWO MONUMENTS WAS TAKEN AS S12°34'16"W FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF PROJECT BASE POINT WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE LATITUDE: 47.479786605 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND LONGITUDE:-122.213171369 AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL HEIGHT:-44.207 MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND PROJECT COMBINED SCALE: 0.9999940560 HEALTH ACT, CHAPTER 49.17 RCW. RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN rxSTpph,� 1, ASW PREPARED BASED ON SURVEY INFORMATION of PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY rf SURVEYOR WILL BE RESPONSIBLE FOR THE 46416 sv4 ACCURACY OF THE ACTUAL LOCATIONS IN THE ��CISTY ssIONAL FIELD. THOSE RELYING ON THIS RECORD E�� DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY O ill"I'l BEFORE APPLYING IT FOR ANY PURPOSE. ZONING / SITE AREA CENTER DOWNTOWN (CD) AND RESIDENTIAL WITH 14 DU/ACRE. SITE AREA: 58,236± SF 1 Oak - Civil Engineers 001 ASI-001 ShucNalEngineers e�s��A h11eLt 002 PROGRESSIVE CONSTRUCTION SET CommunlyFanners 003 UPDATES PER CONDITIONS OF APPROVAL O - � Neighborseyars GRADY ASLTREVISIONS 004 WAY ATER REVISIONS 005 T A C O M A • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. REVISION 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL r IL L 4th Sk j ` S Gth Sl S 7t1 1- VICINITY MAP SCALE: 1 "=500' SHEET NUMBER C1.00 ,. •'. C1.10 a SHEET 1 SHEET 2 p, SHEET 3 LAND' ° EDGE C2.00 J C3.00 ° C3.10 .•a C3.20 C4.00 w C4.10 GG C5.00 og C5.10 q� C5.20 15" M. STORM(GI) C5.30 . C5.40 Slo C6.00 48" C6.10 Cl C6.20 C6.30 C6.40 C6.50 C6.60 C6.70 C6.80 C7.00 C7.10 UTILITY NOTE C7.20 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS C7.30 REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT C7.40 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR C7.50 DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE C7.60 ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: SITE R% T S bt I-) art L .r� 4A rW L U © 2020 Microsoft Corporation © 2020 HEREry.,v CIVIL SHEET INDEX SHEET TITLE COVER SHEET NOTES EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN SHEET 3 - EXISTING CONDITIONS PLAN HORIZONTAL CONTROL AND PAVING PLAN PAVEMENT DETAILS DEMO AND TESC PLAN TESC DETAILS TESC DETAILS GRADING PLAN DETAILS DRAINAGE CONTROL PLAN FLOW CONTROL DETAILS STORM DETAILS STORM DETAILS STORM DETAILS UTILITY PLAN NOTES WATER PROFILE AND NOTES PUBLIC WATER DETAILS PUBLIC WATER DETAILS PUBLIC WATER DETAILS PUBLIC WATER DETAILS PRIVATE WATER DETAILS PUBLIC SEWER DETAILS GRADY WAY AVENUE S. ROAD AND PAVING PLAN WILLIAMS ROAD AND PAVING PLAN STREET SECTIONS & CURB RAMP ENLARGEMENTS STREET FRONTAGE DETAILS STREET FRONTAGE DETAILS STREET FRONTAGE DETAILS CHANNELIZATION PLAN LANDSCAPING SHEET INDEX SHEET SHEET TITLE NUMBER L0.0 LANDSCAPE COVER SHEET L0.1 TREE RETENTION PLAN L1.0 MATERIALS PLAN AT GRADE L1.1 MATERIALS PLAN LEVELS 2 AND 6 L1.2 MATERIALS DETAILS L1.3 MATERIALS DETAILS LEVELS 2 AND 6 L2.0 PLANTING PLAN AT GRADE L2.1 PLANTING PLAN LEVELS 2 AND 6 L2.2 PLANTING DETAILS L3.0 IRRIGATION PLAN L3.1 IRRIGATION PLAN LEVELS 2 AND 6 L3.2 IRRIGATION DETAILS L4.0 PROMENADE EXHIBIT CJ 9/27/22 DT SURVEYED: SCALE: T.L. HORIZONTAL NAD 1983/1991 CJ 12/5/22 DT DESIGNED, PER SHEET DT 1/27/23 DT J.N. DRAwN CW 12/26/23 TS . J.N. ONE INCH DATUM AA 03/26/24 TS CHECKED: AT FULL SCALE DT IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY 0 CITY OF RENTON Planning/Building/Public Works Dept. H H T Q J CIVIL ENGINEER 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: JESSE NEWMAN EMAIL: JNEWMAN@AHBL.COM SURVEYOR LANKTREE SURVEYING, INC 25510 74TH AVENUE SOUTH KENT, WA 98032 PHONE-.(253) 653-6423 CONTACT: TREVOR LANKTREE ARCHITECT STUDIO 19 ARCHITECTS 207 1/2 1ST AVE S SUITE 300, SEATTLE, WA 98104 PHONE: (206) 466-1225 CONTACT: JEFF WALLS EMAIL: JWALLS@STUD1019ARCHITECTS.COM LANDSCAPE ARCHITECT 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: CAROLINE TEMPLETON EMAIL: CTEMPLETON@AHBL.COM STRUCTURAL ENGINEER 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: KEN LELAND EMAIL: KLELAND@AHBL.COM GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 15365 NE 90TH ST #100, REDMOND, WA 98052 PHONE: (425) 449-4704 CONTACT: KYLE R. CAMPBELL R-420001 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET COVER SHEET CW G Q a 0 DATE: W 03/28/2023 = FIELDBOOK: PAGE: DRAWING NO: Uj C 1.00 SHEET: 1 OF. 48 `< I