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Home My WebLink AboutR-421227N T N N r.' LL ui In O rr n Z 2 C� Q Q 0 0 a U V) mi Q N CD Irl) N CD N Ln N E 0 0 a N a 3 I co r� N C / Ip N / 0 0 CD DocuSkgn Envelope ID 345B681D-914F-4F2❑-AB59-7C1921)3B78A3 NOT TO SCALE AS-BUILTS SEWER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) 5TEF5 -- POLYPROPYLENE STEPS SHALL SE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSi CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SLIEGRAOE WITH 6" CRUSHED ROCK OR ADDITIONAL IOATERIAL SUITABLE TO SUPPORT STRUCTURE A. ,B. ,0, ,p, ,E 48'I MH 48" 6" MIN. 5"MIN 24" MIN, 21" I D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24' 1 Q 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 11) NOTES, 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT4DNS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE INITIA ASTM C-478- 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 ThLU_SE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WA55ER MC--sHiELDCOAT 100 oR APPROVED EDUAL, COLOR OF COATING SHALL BE WI117E 5 RUBBER GASi<ETED JOINTS SHALL DE W CONFORMIANCE WITH ASTM C-443 8 CHANNEL w1DTH AND HEIGHT SMALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINiMiM 2'-WIDE CONCRETE RFNG POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLCPE rO MATCH PAMKn} _ 9 MANHOLES OVER 20' DEEP SHALL BE A MIN,MUM OF 60" IN DIAMETER STD. PLAN - 400. qwfk5ia and b1 URI PUBLIC WORKS STANDARD SANITARY MANHOLE 26/2020. DEPARTMENT Martin Pagluc�l`� i :kyA,yl, 9Arr I 12 DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 Docu51gr1 Erwelope Ip 345B681p-914F-4F2D•AB59.7Ci92D3B78A3 c-a r-y r---_-------7 I :---EX. SEWER MAIN I r 1 i I 1 I i i i l PROPERTY LINE SP04L z (LENGTH AS HEEDED) i i 3'-0" MIN 8 5" SEWER 51-UB � I 4 �} FUTURE 4" 5110E SEWER I 1 I i $EWER WAIN TE£ X 6" TEE SiUtWALK l I I J COOPUNG (TY)PL J L J IT I� F I� . I BEND AS REal,1+�ED E4STING SANITARY SEWER MAIN '-6" SEWER S709 SEWER MAIN SIZE X 6" TEE ===-------� T"x 4" STUD MARKkNG POSt PAINTEO 6' CAP W►11TE 'M74 THE WORD 'SEWER' STENOLED IN 3" HIGH SLACH LETTERS AND #6 IMRE WRAPPED AROUND THE STUD AMID EXTENDED Tfl THE TOP QF THE STUp e'7€8'X6' SURFACE CLEANOJ7 1417H CAST IRON RIfgM1, AND COVER (EAST JORCAN IRDN WORKS PRODUCT NO 00367502 OR APPROVED EQUAL. SPECtrY 'SEWER" ON LID), CLEANOUT TO BE CEMTEREO IN A Vx2" CONCRETE PAD CONCRETE PAO TO BE 8' IN OEPTk 1 T 8„ SUTURE 4" SIDE SEWER B"k6'k6' wYE FUTURE 6"m 4" IREDUCER ACCEPTABLE PROCEDURES FOR SIDE SEWER_ CONNECTIONS TO EXISTING SEWER MAN A V1TR+FIED CLAY MAIN - CUT' IN A NEW PVC "TEE" USkNG "STRONG -SACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT IN A NEW PVC "TEE` USING "STRONG-I3ACX" FLEWOLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & 0904 PVC MAffv -GUT IN NEW TEE USINO RIGID COUPLINGS OR CDRE-D1;IU_W WITH A ROMAC SADDLE (OR APPROVED EQUAL) 10. DUCTILE IRON MAIM - CORE -DRILLED WITH A FkQMAC SAOULE (OR APPROVED EQUAL) E LINEO MAIN - CONNfrn0N TO SEWER MAINS THAT HAVE $Er NI LINED (CIPP, ETC), CLfT IN A NEW PVC "TEE' USFNG 'STRONG -BACK" FLEXIBLE COUPLINGS {FERNCO OR APPROVED EQUAL). F HOPE - CURE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE- MAY BE USED ON SEWER MAIkS 17" DiAI,iETER OR LARGER G MANHOLE CONNECTION - ALL C014NECTIONS TO MANHOLES SHALL -BE AT MANUFACTURED KNOCK-4UT5 OR THE STRUCTURE SHALL BE CORE-UPLLED AND USE KOR-N-SEAI BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO 11ISTALLALDDN OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE GT`I OF RENTON PUBLIC WORKS DEPARTIAENT 2 UNLESS 4THERWSE Sr+OWN DN PLAN. 51LIE SEWER S"AtL AAYE A MINIMUM 2 5' Gavm AT PROPERTY LrNE OR 3-5` LOWER THAN THE LOVCST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHAD HAVE A MINIMUM 2 % SLOPE; UNLESS APPROVED BY THE PUBLIC WOWS INSPECTOR A FOR INSPECTION OF THE SIOF SEWER STUB, CALL p4 HOURS IN M1OVANCE. THE INSPECTION PHONE NUMBER IS ON THE SfDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION ANO A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED nmE DO NOT BAC91FILL T>~E TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SI1DE SEWERS Ito -54E-PUBL4C RICNT-OF_wAY SHALL CONFORM TO STANDARD P:AN 110 CR 11o2 5 TfE 516E SOWER STUB S"ALL HAVE PIPE BEOni%r, 04 ACCORAANCE OTµ SiANOARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED ANO BONDED IN TI.E STATE 0r WASHING74N SIDE SEWER STUB p•�� STD. PLAN-406.1 r PUBLIC WORDS API'ROYE6��_• ` DFPARTIVIFNT INSTALLATION Martin PastUCIIW26/2021 (SEWER MAIN TO PROPERTY LINE) -- � r.-. d vu Yw4s Na'n iP.Ynnm,x VAIT RECORD DRAWINGS AS BUILT REVISION PER COMMENTS DATED REVISION RK 5/4/22 BJT S11RVE"M. RK 7/7/23 BJT DUM RK DRAWN: RK cHE BJT BY DATE APPR BJT 12: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DoeuSlgn Envelope IQ 345B681D-9i4F-4F20-AS69-7C1921D31978P,3 VERTICAL_ M VID I HORIZONUL• NAD 19109 1991 DATU V �W (SEE NOTE 7) LIIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) r' / PIPE FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE N OTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2, HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE:. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF TIDE 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 SPECIFfCATIONS, CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING kP DEPARTMENT FOR $ANIT►dli�'� SEWERSMartin Pastuc 26/202 a�4n,.l,w".,a�r3aaan p4� CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. R-421227 �20' 0�41� S10NA L ECG 7/ 7/2023 V G V • L � 7 1 12: O 4-J III .� O pm to C L u c: � N M � C QO0ON t N L0 i O Ln 4- N /c�v W U r a) Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS SEWER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O T O O T N T W u ►M'1 I H rr Lu I- 00 OM T � N z0 = z DATE 7/7/2023 m D 0 FlELDB001C PACE: Q J uj DWgNING NG, U m SHEET: 27 OF: 4