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Home My WebLink AboutS-437604Cfl C') I N 'i1 Lai Q z w 1 1' I-. VARIES 1' 1' MINI MIN I I MIN I MIN SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIS WITHIN THE AFFECTED STREET, THE LENGTI OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH RECUR FDR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLC 2" HMA 2" TO 8" F 6.5' MIN. -M 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FI VARIES: 6.5' MIN. VAIIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH AR-4000W EACH SIDE) 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED, IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH T GUTTER OR T PAVEMENT :ENTER LINE OR ANE LINE DEPTH OF EXISTING PAVEMENT 2" - 5" IN. (SEE NOTE 2) 5" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER 'WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 957 MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 PUBLIC TYPICAL TRANSVERSE PATCH FOR STD. • PL- 110 • WORKS TI, DEPARTMENT FLEXIBLE PAVEMENT OR RIGID 'YK I`uJI� PAVEMENT WITH OVERLAY DH4I If lo, DocuSign Envelope ID 345B681D-914F4F2D-AB59-7C192D3B78A3 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ----\ FOUNDATION LEVEL LIMITS OF PIPE ZONE O.D. Of PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 URPFOR SANITARY SEWERS PUBLIC WORKS PIPE BEDDING APP DEPARTMENT Martin PaStUCft i26/202 D �ee44e0 DATE 1 12 L S'MaM VARES SEE NOTE - 6'MIN. (SEE NOTES) 10 LF OF PAVED ORNEWAY RE.MEO x PANSION JOINT(I IS"Sm. PUN 102) I r- (SEE NDTEa) CI SI SEE NOTE! u RAMP WON (TYP.) J SEE NOTE J OE LENT sGUTTER J SLOPE (TYP.) (SEE NOTE 3) 3M' CONTRACTION JOINT(TYPI (SEE Sm. PLAN 102) PLAN VIEW (TYPE 03 SHOWN. CT a C2IL CWAX SIMILAR) (SEE NOTE S) -ES ISEE NOTE 10) 8.3%1A1%. SEE NOTE S OYP), 10' MIN. 10' MIN CEMENT CONCRETE 10'MN. SIDEWALK 308' EXPANSION JOINT (WP.) SECTION O (SEE STD. PLAN 102) SIDEWALK WIDI 10%DIFFERENCE IN SLOPE MAX -R ('VP.) DRIVEWAY WI SOIVE SLOPE (SLOPE SHOWN E%MOGERATEDI 1,y, tsx .. 0... DRIVEWAY . .. •..10'MW.• DRIVEWA,Y W/RELATIVE ., ., • � FE TOTAL ON STOPLAH t012-� SECTION O OEM NTCONCRETE CURe4GoT ER (SEE NOTE s) FES sea STD. PLAN 104.2 lY O STD. PLAN - 104 ®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPRO D: DEPARTMENT ENTRANCE - TYPES C1, C2, �FNTO C3, and C-MAX AZT Gregg Zimmerman, Public Works Administrator LANE LINE MARKING VARIES: 4.5' MIN. SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2"-6"HMA (SEE NOTE 2) 1 EDGE OF PAVEMENT, EDGE- 1' OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFICATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER ��\\ BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN - PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A k200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER 15 GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL z" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR {'R VED DEPARTMENT RIGID PAVEMENT WITH OVERLAY fri 141`b DocuSign Envelope ID 345B681D-914F4F2D-AB59-7C192D3B78A3 REMOVE MANHOLE COVER, IN ROADWAYS, RESTORE PER FRAME, ADJUSTMENT RINGS STANDARD PLAN 110.1 AND CONE (OR FLAT TOP) OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST TO MATCH THE ADJACENT AREA 4 FEET BELOW THE FINISHED GRADE ELEVATION. I 'I SAND,COMPACTED GRAVEL BORROW OR CDF CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) CONCRETE PLUG (MINIMUM OF 12" IN LENGTH) DRAINAGE HOLE (TYPICAL) NOTES. 1 DRILL A MINIMUM OF 4 - 2" DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE 2 PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE 3 FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW (SECTION 9-0314(1)) OR CDF 4 DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER 5. THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF STD. PLAN - 400.5 PUBLIC WORKS ABANDON MANHOLE DEPARTMENT ERMI'l.- Martin PaStUl&g/2020 VAWFp(9�B449D. DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 12:SS 5" MAX. DRAINAGE GRATE TRIM GRATEFRAME _ C_ OVERFLOW BYPASS a BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) O OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 216.30 o PUBLIC WORKS APPR ED: "` DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018VANIPF I DATE :45 AP A `rP of • wAsy M O •..4 41843 F'��IONAL ENVY 01/01/202(o SURVEYED: SCALE: CORE DESIGN, INC. - A SANBELL COMPANY DESIGNED: JACK SHONKA, EIT DRAWN: JACKSHONKA, Eli ONE INCH CHECKED: AT FULL SCALE FLAVIOBAINO7TI IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY MICHAEL A. MOODY, PE Z O 1Uj Z O PROJECT NO. 25294 S- 4 3 7 6 0 4 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS W CIVIL ENGINEERING 04 LANDSCAPE ARCHITECTURE DEVELOPMENT ENGINEERING W W PLANNING HBray 02/05/2026 DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 9801 1 425.885.7877 FWASTEWATER UTILITY V) g`' �- 3 owell 02/05/2026 DATE. O VERTICAL NArr 1988 HORIZONTAL NADVD983/1991 CITY OF ST. ANTHONY'S SEWER EXTENSION - RENTON FIELDBO10/27/2025 RENTON 336 SHATTUCK AVE S PAGE: 7 PAGE: DATUM RENTON, WA 98057 DRAWING NO: Planning/Building/Public Works Dept. C1.31 DETAILS AND NOTES SHEET: 4 OF, Q