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Home My WebLink AboutW-417104r.� T T I N I r rr 3 a f~ 0 In IN CJ M C yO 41) 4 � cr O j a I q 3 O� 00LO Ip CN ry� lit CN Q ct SPECIAL NOTE, - IN THE EVERT TRANSMERSE PATCHES E x15T W THIN THE AFFECTED 51REE7, THE LENGTH OF THE PATCH SHALL BE EXT-ENDED TO INCLUDE ANY EXISTING PATCH WITMIN 10 FEET OF THE ME OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE 1MTIHIN 10 FEET OF THE EDGE OF THE WCONQ PATCH AND 5O 4M VP TO A TOTAL OF 300 FEET, AIiN I kAIN VARIES � ApN � MIN II i >I`11I 1 1 ll I1. 111 TRAFFIC FLD'W 2" HMA I f � 2- TO 8" HMA I. 6.5' MN- 2" DEPTW of PLANING OR SAµCUT AND REMOW IF GUTTER OR IF PAVEMENT ;ENTER LINE OR ANE LINE VARIES,: 5.S' MIN. T' T' 1• 1VACEPTH OF rxISTINf. PAVEMEJ �+- RIES �'�{ AiIN L11N I LIIAF WIN: T_ 2" SAW=T AND REMOVE OR PLANE, SEAL PATH 2' - 6" LNN, HMA (SEE NOTE 2) AR-4MOW (EACH SIDE) �6- CRu51HED SURFACING TOP CQuj?sE (CSTC) 2- HMA (9-0190)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95x mmrIF-D PROCTOR, SAWCUT AFTER BACKRLL (EAO-! sl-DE) CSTC, BANK RUN GRAVEL FOR TRENCH BAGKFILL [9-O3.lEl}, GRAVEL BORROW (9-03.14(1)) PER WSDOT 5TANDARO SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRFTING BV ENGINEER BASED ON GECTEGH REP017T. COM-PACMD To- 959 MODIFIED PROCTOR. V40TIl OF TRENCH AS REQUIRED BY SIZE OF PROPOSED PLU& IMPROVEMENT ALL [SEE WSDOT STANINORI SPECIFICATION 2-09 4] PLUS AN ALLOWANCE F8R ANY SHbRINC. �rLomNr�, IF PIPE 2aNf BEDDING, MATERIAL- SEE STANDARD NEEOED, ._MALL MEET THE REOUIREMENT5 OF WSCOT PLAN 11D1 STANDARD SPECIFICATION 7-08.3CI)B TRENCH wow FOR NOTES, SEE STANDARD PLAN 114.T TYPICAL. TRANSVERSE PATCH FOR `� PLAN - 110 PUBLIC WORKSFLEXIBLE PAVEMENT DR RIGID I'> I: F;II * I3EPAR[7dENC P"EMENT WITH OVERLAY +r EX. SEWER MAIN l PROPERTY LINE SP OOL x (LENGTH AS HEEDED) I I � � I • S-0" MIN 6- SEWER STUB I FUTURE 4 SIDE SEWER I I I I 2"x 4" STUD MARKING POST PAINTED Ir VIEW" 5' CAP WHITE WITH THE WORD "SEWER" STENCILED MAIN TEE X 16" TEE i ANO #6 VARE i l I I w SIDEWALK ( r WRAPPED AROUND THE STUD AMC I 1 I 4WPLINC (T`rP i.-J_4��______ I i 3 J C EXTENDED TO THE TOP OF THE STUD Y 7:J # I 1 TiRS 6"X6"X6" SURFACE CLFANOUT WITH CAST IRON RING AND COVER CEAST JORDAN IRON WORKS PRODUCT NO 003675N OR F APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'K2' CONCRETE PAD I CONCRETE PAD TO BE A' IN DEPTH I r-------- __-____-_____-___-_...__-_-_,.1 -____-_-- v REND A � i NIRED -EXiSTINC SANITARY / SEWER MAIM ry.,c uIN SLOPE 16" SEWER STUD L151961k6" WYE LFU-WRE E"a IL" REiWCER SEVER MAIN S'12E A s" TEE ACCEPTABLE PROCEDURES FOR 5113E SEWER CONNECTIONS TO EXISTING SEWER AMAMI A VITRIFIED CLAY MAIN - CUT IN A NEW PVG 'TEE" U9NG "5TRONR"BACK" FLEXIBLE COUPON55 (FER'NC-0 OR APPROVED ECUAL}. B CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRON C-BACK" FILE XIBLE COVPLJNGS (FTANCD OR APPRO VFD EQUAL) C PVC & MOO PVC MAIN - CUT IN " TEE U!NC RIGID COUPUNCS OR CORE -MILLED W}TH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WT'H A RQMAC $A00U (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN! LINED i:CIPP, ETC ), CUT iN A NEW PVC "TEE" usrNG 'STRONG -BACK' rLE IRLE C"UillgG5 (FERNCO 4R APPROVED ECUAL). F HOPE - CORE-DRILLE0 WITH A ROMAC SADDLE 'N5fRTA-TEE- MAY 6E USED ON SEWER MAINS 12' DIAMETER OR LARGER C MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR T1iE STRUCTURE SHALL BE C0RE-DRILLED AND USE HOR-N-SEAL SOOTS OR APPROVED EOUAL NOTES. 1 PRIOR TO INSTALLATION Or A SANITARY SEWER $TUB, A 5I0!t SEWER STUD PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN 04 PkAN, 51QO $EWER $"A-L•L HAVE A 101 NIMUM 2 5' COVER AT PRCPURTY LINE OR B-$' LOWER THAN THE LOH£ST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLT]PE UNLESS APPROVED BY THE PUBLIC %SRKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER 15 414 THE SIDE SEWER STUD PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT 6AClifl" T+,E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 AUA, TRENCH RESTORATION FUR SIDE SEWERS IN THE PU9LIC 3IGH7-OF-WAY SHALL CONFORM TO 5TANOARD PLATY 110 OR 1102 B THE. SIDC SEWL'.R STUB SHALL HAVE PIPE BEDDING IN ACCOROANCZ WITH STANDARD PLAN 405 7 ALL SUE 5EWFR STUBS SHALL BE INSTALLED ETY A CONTRACTOR LICENSED AND 13ONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STo. PLAN - 406•1 AMRDV�R'w>-1sy >< PUBLIC WORKS INSTALLATION DEPARTMENT Martin Pastuchg/2612 (SEWER MAIN TO PROPERTY LINE) HHH49] - DAI LIFT POCKET 3/4" LETTERING "SEWER" aRECESSED R (2) BOLT SOC. �ALLEN HEAD)5/a" - 11 X 1 5 STAINLESS STEEL REF PART 000351177 1-3/16" SEE 1 10-Tf2" 5/ I2-1/4" �- 14- OAST IRON RING AND COVER 45'(1/8) BEND Nat to ScQie FRAME �R )ABL 11 PIPE'MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1 13" AND 5" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL 9E EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 003615103) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER 11GHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8' THICK, S-0' SOUARE CONCRETE, CLASS 3000, PAD AROUND THE RINC ANO CEVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 108 L:�2 PUBLIC WORKS 8 'OR 6" CLEANOUT DEPARTAA€NT FOR SANITARY SEWER MAIN Marti�/� SEE NOTE 4, LIMIT OF PIPE LONE PIPE ZONE BED DI NG AND SACKFILL, SEEN GTE 5 - 0" O.D. FOUNDAI ION LEVEL 4 FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE S FLEXIBLE PIPE GRAVEL BACKFILL FOR PIPE ZONE BEDDING(WSOOT91D3.12011 OR MAINTENANCE ROCK (4YSDOT 9-03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4, SEE STANDARD WSDOTfAPV'1A SPECIFICATIONS SECTION 2-09.4 FOR TRENCH W IDTH. 5. PIPE ZONE BEDDING AND SACKFiLL MATERIAL SHALL BE PLACED IN B" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM B01L AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD VV'SDOT.'APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APAT LINE CORRUGATED POLYETHYLENE PIPE(LOP E) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) • TRIPLE WALL 2.0 YES YES YES POLYVINYL GHLURIU E PIPE(PVCI 9.0 YES YES YES SOLID WALL HIGH DENSI TY POLYETHYLENE PIPE (11 DPE) 2-1)YES VES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES VES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12' TO 24" 12" 30" TO 96" DIRLIETER 1 3 107 TO 180" R6- UNLSSS Ol"H ERWISENOTED, CRAL'JI4G IS NOTJSXCALE�STD. PLAN - 220.PUBLIC WORKS PIPE ZONE BEDDING ANDDEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 38" S„ MIN. WIDTH J 62" T-1 I --i l - _ 24" SEWER MANHOLE MARKER PGST SEWER MANHOLE MARKER NOTES - WHITE POST SEINER MANHOLE MARKER POST SHALL BE EQUAL TO GARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWIR MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER" rt PUBLIC WORKS DEPARTMENT STD. PLAN - 4104.2 SEWER MANHOLE MARKER POST Martin pas ct� h�� SEE STANDARD PLANS 110, 110.1, 11 D.Z AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS 9 PECIFIED IN CONTRACT DOCUMENTS 12" MIN. E)<1STING PAVEMENT SURFACE NEAT LINE TRENCH - 6- MIN . SEE NOTE 4 L -CRUSHED SURFACING TOP COURSE' PER 1 WSDOT STD. SPEC 9-.3.9(3). COMPACTED TO 95%OF MAXIMUM DENSrrY 'CRUSHED SURFACING TOP COURSE' PER - W800T STD. 8PEC 9-C3.%9), -$ANK RUN GRAVEL FOR TRENCH BACKFILL- PER WSDOT STD. SPEC 9-03.19. OR "GRAVEL BORROW" PER VISDOT STD SPEC S-0S IUl I COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEED✓=17 FOR '•� SHORING SYSTEM WHEN DEPTH IS W OR GREATER , PIPE PIPE ZONE HEDGING AND BACKFILL PER STD. PLANS 2 -DO AND M.1tl r~ SEE NOTE 1 UMPAVEO AREAS PAYE. AREAS ROTES: I. SEE WSDO71APWA STANDARD SPECIFICATIONS SECTION 2-08.4 FOR MPJISUREmENT OF TRENCH WIDTH Z rXCAVATh PM Mr/ t SMALL 4' ❑1 L 49AT THE *Ar ✓9TANQALIO OE SCRIBED IN C"AP-[ER 295155 PART N OF THE SIIAC. 3. MAXIMUM BA.CKF ILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED_ AS DETERMINED BY PIPE MANUFACTURER 4. IN PAVED AREAS, IF P{PE HAS LESS THAN 3' OF COVER, USE'C RUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. S. SEE CONSTRUCTION PLANS FOR SPECIFIC PRWEC T REQOIREMF N TS, U NLf5 OTHERWISE NOT[D, DRAVAND IS -NOT TO SCALE STD. PLAN - 220.20 PUBLIC WORKS TYPICAL TRENCH AND BACKFILL 9/28/2018 DEPARTMENT GAZ F"6ic,Vea.Ab�m.� DA 1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 suRVEYm: GO LD5 M ITN 2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIGNED: ALIREZA RAMEZANI, PE DRAWN: ALLEN BREWER CHECKED: YANNICK METS, PE NO. REVISION BY DATE APPR APPRO10: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY HORIZONNTAL: NAD 19 3/1991 DATUM W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ---\ FOUNDATION LEVEL -� LIMITS OF PIPE ZONE of PIPE BEDDING FOR SANITARY SEWER PIPE I+fDTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3- COMPACT 9EDDINO MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY, 4- PIPE INSTALLATION SHALL BE PER SECTION 7-05 OF THE STANDARD SPECIFICATIONS :5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12C3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WOTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 �] PUBLIC WORKS PIPE BEDDING "PP 7� DEPARTMENT FOR SANITARY SEWERS Martin Pastucft&26l F D9HH�49D 9/9/22 % 1J C TY OF RENTON Planning/Building/Public Works Dept. YARD DRAIN ORA iE 6" DIAMETER OUTLET PIPE (SMALL CATCH BASIN 4R YARD DRAIN) YARD DRAIN NOT TO SCALE 25 CENTRAL WAY, SUITE 400, KIRKLAND, WA 98033 P' 425.216.4051 F' 425.216.11052 WWW.THEBLU ELINEGROUP.COM R-417109 S-417104 W-417104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENathan ENT ENGINEERING PLANNING DIVISION nders 05/03/2021 APPROVED oing 05/0312021 jding STANDARD DETAILS MITCHELL SHORT PLAT CIVIL CONSTRUCTION PERMIT 3342700480 L�J T N LJ O O O O I N J L�J N IL °ATE: 9/12/22 J J FIEWBOOK: BOOK W PAGE: PAGE _ DRAANG NO: C) DT-D r SHEET: OF, oF:1O