The URL can be used to link to this page

Home My WebLink AboutS-437602I` VERTICAL DATUM C'7 NAVD88 PER GNSS OBSERVATIONS I N PROJECT BENCHMARKS TBM 'A' - CORE CONTROL POINT NUMBER 3 - SCRIBED'X' IN TOP OF CONCRETE CURB ON THE EAST SIDE OF SHATTUCK AVENUE S ±1' N OF N TOP OF DRIVEWAY DROP FOR ALLEY. TBM 'A' - ELEVATION = 30.61 HORIZONTAL DATUM NAD 83 (2011) WASHINGTON STATE PLANE NORTH ZONE PER GNSS OBSERVATIONS. BASIS OF BEARINGS N00°51'33"E BETWEEN THE FOUND MONUMENT AT THE INTERSECTION OF SHATTUCK AVENUE S AND S 3RD STREET AND THE MONUMENT FOUND 5' E OF THE INTERSECTION OF SHATTUCK AVENUE S AND S 4TH STREET ON THE CENTERLINE OF S 4TH STREET PER REF. 2 AND ROTATED TO GNSS COORDINATES. REFERENCES 1. PLAT OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED IN VOLUME 413 OF SURVEYS, PAGES 152 & 153, UNDER RECORDING NUMBER 2019029900005, RECORDS OF KING COUNTY, WASHINGTON.. 2-INCH GRIND AND OVERLAY PER CITY OF RENTON STANDARD PLAN 110.1 ON SSMH #3827 RIM EL=31.50 8"PVC(E)IE=27.5 (TO BE REMOVEI N88'38'40"W 127.94 CONTRACTOR TO INSTALL CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) INSIDE EX 8" SEWER PIPE TO THE SOUTH PER STD PLAN - 400.5, ON SHEET C1.31. CONTRACTOR SHALL THEN w w ALLEY OHPTjHPT CONDUIT E TPN:784130-0035 L EX 8" SEWER PIPE BETWEEN �EXISTIN I IT ST. ANTHONY'S SCHOOL SSMH #3827 AND SSMH - AeAl l �& ATELY 399 LF EX 336 SHATTUCK AVENUES #2383 TO BE REMOVEDSEWER PIPE BETWEEN EX SSMH #2383 . RENTON, WA 98057 AND EXISTING SSMH #2382. APPROXIMATELY 63LF. Imo_ EXISTING UTILITY EASEMENT 2004-0042 TO BE VACATED EXISTING SEWER SERVICES BETWEEN EX SSMH # 2383 AND SSMH # 2382 TO BE ABANDONED IN PLACE I MATCH LINE (TYP.) VIEW 2 SOUTH VIEW 1 NORTH ST. ANTHONY'S SEWER EXTENSION OHPT CITY OF RENTON, WASHINGTON MATCH LINE (TYP.) VIEW 1 NORTH J/ I N I I 1%I aJL VVLIN IV 1' 1 N I IVLL IVVI LOCATED IN SURVEY AND WAS APPROXIMATED PER CITY OF RENTON GIS AND AS-BUILTS I SANITARY SEWER MAIN LINE AND SERVICES APPROXIMATE PER CITY OF RENTON GIS AND AS-BUILTS I I EXISTING SEWER SERVICES BETWEEN EX SSMH # 2383 AND SSMH # 2382 TO BE ABANDONED IN PLACE EXISTING UTILITY EASEMENT 2004-0042 TO BE VACATED CONTRACTOR TO INSTALL CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) INSIDE EX 8" SEWER PIPE TO THE NORTH OF SSMH # 2382 PER STD PLAN - 400.5, ON SHEET C 1.31 CONTRACTOR SHALL THEN RECHANNEL SSMH # 2382 TO DISCHARGE WEST. S 4TH ST VIEW 2 SOUTH REVISION 0 V SCALE: 1" = 20' 0 10 20 40 'y�'?� OF • wAsyr'y �1 .y • 41843 �.�'• �ISTER �'�SlOniAl 01/0'1/2026 SURVEYED: CORE DESIGN, INC. - A SAmal. COMPANY SCALE: 7 :20 DESIGNED: JACK SHONKA, EIT DRAWN: JACK SHONKA, EIT ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: FlAV10 BAINOTTI DATE APPR APPROVED: MICHAa A. MOODY, PE WASTEWATER UTILITY STANDARD NOTES 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF -WAY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 79). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE(PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, C9001 C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10. OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03. 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. PROJECT NO. 25294 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 7 2100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 HORIZONTAL- NAD 1983/1991 CITY OF RENTON DATUM VXA' Planning/Building/Public Works Dept. VICINITY MAP 1 "=1500' 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. CIVIL ENGINEER/SURVEYOR CORE DESIGN, INC 72100 NE 195TH ST, SUITE 300 BOTHELL, WA 98011 CONTACT: FLAVIO BAINOTTI FBAINOTTIC COREDESIGNINC. COM APPLICANT KNIPP CONTRACTING 725 E COVEY LANE PHOENIX, AZ 85024 CONTACT: MIKE KNIPP MIKE@KNIPPCONTRACTING. COM SHEET INDEX C 1.01 SEWER EXTENSION PLAN C 1.02 SEWER EXTENSION PLAN C1.03 TOPOGRAPHIC SURVEY C1.31 DETAILS AND NOTES SEWER LEGEND ss SEWER PIPE -SS-SS- SEWER SERVICE LINE O SEWER MANHOLE SEWER FLOW ARROW - - - - - - - PROPOSED SAW CUT LINE PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED CATCH BASIN INLET PROTECTION C:11 Z Z PROPOSED 2-INCH GRIND AND OVERLAY PROPOSED 2-INCH TO 6-INCH HMA REPLACEMENT NOTES 1. ALL PIPES WITH LESS THAN ONE AND A HALF (1.5) FEET OF VERTICAL SEPARATION SHALL HAVE ETHAFOAM, OR APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARATION. 2. CONTRACTOR TO VERIFY ELEVATION AND CONNECTION OF ALL UTILITIES (STORM, WATER, AND SEWER) AND NOTIFY ENGINEER OF SIGNIFICANT DIFFERENCES OR UTILITY CONFLICTS. 3. PRIOR TO CONSTRUCTION WORK, CONTRACTOR TO COORDINATE TEMPORARY SEWER SERVICE SHUTOFF WITH CITY OR RENTON SEWER DISTRICT. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 Z 0 W I S-437602Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS W DEVELOPMENT ENGINEERING ff % -� IL HBray 02/05/2026wi w WASTEWATER UTILITY � %' jstowell 02/05/2026 ST. ANTHONY'S SEWER EXTENSION - RENTON 336 SHATTUCK AVE S RENTON, WA 98057 SOUTHERN SEWER MAIIN ABANDONMENT i C� DATE: ` 112312026 FIELDBOOK: L PAGE: C1.02 I 2 OF: 4 1