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HomeMy WebLinkAboutzS-4375setA ml C11 1 CL LEGAL DESCRIPTIONS: PARCEL 1323049064: THE NORTHERLY ONE-HALF OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE CENTER LINES OF 5TH AVENUE AND 5TH STREET IN EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, ON PAGE 7, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG THE PRODUCTION OF THE CENTER LIME OF SAID 5TH AVENUE, 475 FEET; THENCE NORTHEASTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET,120 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHEASTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET 120 FEET; THENCE SOUTHEASTERLY PARALLEL WITH THE NORTHWESTERLY PRODUCTION OF THE CENTER LINE OF SAID 5TH AVENUE, 135 FEET; THENCE SOUTHWESTERLY PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET,120 FEET; THENCE NORTHWESTERLY 135 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR ROADWAY PURPOSES OVER THE FOLLOWING DESCRIBED TRACT BEGINNING AT THE INTERSECTION OF THE CENTER LINES OF 5TH AVENUE AND 5TH STREET IN EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, ON PACE 7, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTHWESTERLY ALONG THE PRODUCTION OF THE CENTERLINE OF SAID 5TH AVENUE, 30 FEET, TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTHWESTERLY ALONG SAID CENTER LINE PRODUCED, 325 FEET; THENCE NORTHEASTERLY, PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID 5TH STREET, TO THE SOUTHERLY LINE OF THE CEDAR RIVER PIPE LINE RIGHT OF WAY; THENCE EASTERLY ALONG SAID SOUTHERLY LINE TO A POINT 60 FEET SOUTH-EASTERLY AS MEASURED AT RIGHT ANGLES, OF THE LAST DESCRIBED COURSE; THENCE SOUTHWESTERLY PARALLEL TO THE SOUTHEASTERLY LINE OF SAID 5TH STREET, TO A POINT 30 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE WESTERLY PRODUCTION OF THE CENTERLINE OF SAID 5TH AVENUE; THENCE SOUTHEASTERLY, PARALLEL WITH SAID CENTERLINE PRODUCED, TO THE NORTHWESTERLY MARGIN OF SAID 5TH STREET; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY LINE OF 5TH STREET 30 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL 7882900050: LOT 5, SOUTH KNOLL, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 138 OF PLATS, PAGE(S) 46 ND 47, RECORDS OF KING COUNTY, WASHINGTON. PARCEL 7882900080: LOT B, SOUTH KNOLL, AS PER PLAT RECORDED IN VOLUME 138 OF PLATS, PAGES 46 THROUGH 49, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM & CONTOUR INTERVAL: NAVD88 PER GNSS OBSERVATIONS, DERIVED FROM WASHINGTON STATE REFERENCE NETWORK 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT BASIS OF BEARINGS: WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE, DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE - ACCEPTED THE BEARING OF N 87034'08" W FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE 4 E. W.M., BETWEEN CITY OF RENTON SURVEY CONTROL POINT NOS.1850 & 1333, BASED ON FOUND MONUMENTS IN CASE, PER CITY OF RENTON SURVEY CONTROL DATABASE. UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AP CONSULTING ENGINEERS PLLC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSULTING a ENGINEERSPLLC CD [V A PCIVIL ENGINEERING LJ APCE@APConsultingEngineers.Cam (253) 7374173 PO BOX 162, AUBURN, WA 98071 4 CI 0 I I 6"0 SSCO�ER"691�6Ti$ PLAN 403.1 (RIM =188.5', MATCH GRADE; IE =1_ 82.22 - - I �ypHw-� I atN OF Ppap �,pR BAN V\w pVC CPp T O 6" 0 SSCO c 'NE F�N�NC PLAN 403.1 (RIM=186.2', FFNGE�� u MATCH GRADE; IE=179.95). „ I '15" W 35.00' 2 LF 6'0 PVC SDR-35 @5.17% MIN a175 a�P I 1 0. POINT OF CONNECTION PER o CONTRACTOR. MATCH NEW IE i 22 LF 610 PVC u�E I 39 �F IT-0 PVC 5�7R-35 @ 5.85 w Na HO 8DR-35 @ 5.85% MIN TO 5SC0 PER COR i- p ABC p�gnC� t'� I 20 LF 6"0 PVC STD PLAN 403.1 I � SDR•35 @ 5,85 % I GRAD E =M78 66) r $1d�� CR�S� �R�� L -.� MIN - - i a RESTORE,E1fG ROAD PER gyp, ,r CDR STAND PLAN 110 I 6"0 SSCO 3 r `F - 403.1 (RIM=188.4', MATCH p�G �p BE ��o`-^74.2' GRADE; IE =183.4 MIN) - - - N 71'29'15" W 13.5.00` - o I of pR°p cn I _ _ I KG 8"0 PVC SDR-35 SEPARATION - 0.51 I IF (WATER, 8"O DI CL 50)=179.32' ' y IE (SEWER, 6"0 PVC SDR-11)=178.25' INSTALL ETHAFOAM BETWEEN PIPES LO SEPARATION = 0.53' FENCE F� rn� IF (STORM,12"0 CMP) =175AV 26 LF 12"0 CMP @ 2.72°� QQ4 �a° aoa o � IF (SEWER, 6 0 PVC SDR-11) = 177.OD' 1 _r; 6I t GANG 1� y �t I & INSTALL ETHAFOAM BETWEEN PIPES FOR A DISTANCE i4�NE��t6 Q6i 12 PC P ONE ELti OF 5 FEET ON EITHER SIDE OF THE CROSSING 0� � I � CONTRACTOR TO PROP Ut�E FENc'G c� ygtgo �Ea6, PRESERVE EXISTING D1W c�a �4000 Q e �No zPcxQ�F WING IF POSSIBLE w o RESTORE DNU SIM PR TO CDR STD PLANS C> NF NO �� ON 11D.1 & 110.2 FFNOE E p�pF yw&_ CE ON — w a r N© EXG 12'0 CMP VSD GATE 1 LF ExG 12"i� CMP 5.15� "' I N 71'29' 15" W 182.00' — —D —D —� 113 LF 8"O PVC SOR-35 @ 0.65% `S� SSMH #1 c _ __ STA 11+29.36, 0.00 T REPLACE D1W PANEL PER 11+00 SD��tt$Z ��' t L1j 61 COR STD DTL 104.1 � Cpp INSTALL NEW MH 16 LF 12 0 CMP @ 1.1896 Ft�t�N<1�t��' 2 carp OVER EXG SEWER MAIN 61-�- - - - - - - _. t .-� yea RIM=182.21 -� 1 tEL t Nti IE(8 �-M "O,IN}=174.31' h1 r J IE=177.66 N 71� 2 ' ✓ 5' W 91�00 -7 l 1E(8'O JN)=176.96' 55MH #2 10 IE(6'0,0UT)=174+31' s�M p STA 10+16.13100' �F 5 RIM=183.50 IE(8'0,OUT)=177.7D' I m 30 LF F0 PVC SDR 35 @ 3.42°k try �� 6 pvc t pN'� �p Ct00 t�A�K tN LE t'Ll` _t�5.�6 Cie EXG 24"O CMP I p�R ��pp80 Fp N N & N �ti�ORpS N a y Dp 6 iEl pER I l �y F r w Q I r_'j co CD tia�h FPRCE� Dad I - } I EXG 20.0' PUBLIC co W UT}CITY ESMT PER SOUTH KNOLL PLAT < ' � �kk- IZREs) k SEWER PLAN & PROFILE SCALE: ln- 20' 0 10 20 40 60 UNIT OF MEASUREMENT IN US FEET G 8"0 PVC S 5 �5 Ivu 9+80 10+00 11+00 11+60 SURVEYED: SCALE; DESMEM DRAWN. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE '' M;Ly CHECK' NO. REVISION BY DATE APPR APPROVED, VERITOAL: NAVA I M HD(°IDN<AL• w 190/1"1 DATUM CITY OF RENTON Plan ning/$uilding/Publia Works Dept. VICINITY MAP OWNER SURVEYOR LLAINL VVUU (206) 790-8330 ELAI NEYVVOO@GMAI L CO M ABBREVIATIONS, BLC - C - CB CL - CO - COK - D - DDCV - DI - DS - DTL - DIW - EL ESMT - EXG - FD - FDC - FF - FHY - FL Hic IF - LF - us - MH - MJ OH - PL - R - REF - R1W S SQ FT - STD - S1W - T TC - TP - TV - U.N.O - YL S - W - E N NW SW - NE - SE - 0 BBA LAND SURVEYING MARK BORYS, PLS 12014 SE 157TH PLACE RENTON, WA 98058 (425)919-0586 LEGEND BUILDING CORNER DESCRIPTION COMPACT CATCH BASIN STORM SEWER CLASS SANITARY SEWER CLEAN OUT CITY OF KENT WATER STORM DRAIN CONTOURS DOUBLE DETECTOR CHECK VALVE DUCTILE IRON SILT FENCE DOWNSPOUT DETAIL POWER (CHP/UGP) DRIVEWAY ELEVATION ASPHALT PAVING EASEMENT EXISTING PERVIOUS CONC. FOUNDATION DRAIN FIRE DEPARTMENT CONNECTION CONC. PAVING FINISHED FLOOR GRAVEL SURFACE FIRE HYDRANT FLANGE JOINT LANDSCAPING HANDICAP INVERT ELEVATION • NEW 11 S w 54 — OHP/UGP — awnaonp dCpOgOnO 0 LINEAR FEET CONCRETE CURB !� LANDSCAPING SPOT ELEVATIONS xx,xx MANHOLE MECHANICAL JOINT PARSING COUNT OVERHEAD FOUND CASE MON PROPERTY LINE RADIUS FIRE HYDRANT REFERENCE DRAWING GAS METER 13 RIGHT-OF-WAY SANITARY SEWER GUY WIRE ANCHOR SQUARE FEET STANDARD JUNCTION BOX m SIDEWALK PARKING LOT LIGHT TELEPHONE TOP OF CURB POWER POLE W/TRANSi= ORMER TEST PIT POWER VAULT EEI TELEVISION UNLESS NOTED OTHERWISE ROCKERY Cat YARD LIGHT SOUTH SIGN WEST SIGNAL POLE EAST NORTH STORM CATCHBASIN ■ NORTHWEST STREET LIGHT SOUTHWEST NORTHEAST TELEPHONE JUNCTION BOX SOUTHEAST DIAMETER TELEPHONE VAULT �T UNDERGROUND POWER UTILITY POLE f UTILITY MANHOLE i WATER METER WATER VALVE ►� EXISTING - ---D- -- - --W--- t0 - OHP/UGP — 0 L I S-437501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY jstowell03/17/2026 ' DEVELOPMENT ENGINEERING HBray 03/17/2026 WOO SEWER EXTENSION 13457 81 ST AVENUE S F PACE RENTON, WA �AWINc Noe SEWER PLAN & PROFILE C 1 SHEET: OR 1 3 rn ti ti LO a CN i DowSlgn Envelope 10 345BBSIO-914F-4F2D-AB59-7C192D3B78A3 ra J Lal iE Q LL �W (SEE NOTE 7) LIMITS OF PIPE ZONE BH BEDDING MATERIAL FOR SANITARY SEWER PIPE ' ff O.D. of (SEE NOTE 5) 'ram PIPE FOUNDATION LEVEL., BEDDING FOR SANITARY SEWER PIPE NOTEG 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 SHAD 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 SFCTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING AP04blIfflipind by `►fL� DEPARTMENT FOR SANITARY SEWERS Martin Rastuchl/26/202 •wrww..w„[x wEuav� GATE DocuSlgn Envelope ID 34513681D-914F-4F2D-AB59.7C192D3878A3 ----------- _-EX. SEWER MAIN 1 + ! 1 # I PROPERTY LINE I I! x 1 1 I I I ---SPOOL I (LENGTH AS NCEDFO) I } 1 13'-0- MIN 6" SEWER STUB I I I I ! I FUTURE 4' SIDE SEWER SIC------E---� I I I I 1 I I I6- ITr 2"x 4" STUD MARKING POST PAINTED CAP WHITE MATH THE WORD "SEYIER* STENCILE❑ SEWER MAIN TEE X 8" TEE ; I ;IN 3" HIGH SLACK LETTERS AND 06 WIRE SIDEEXTENDED WRAPPED AROUND THE STUD AND 1X6"X6" r0 THE TOP 0• THE STUD COUPLING ITYP } SURFACE CLEANOUT 11AT+-1 CA57 IRON RING MFO COVER AST JOROAN IRON VYORKS PRODUCT NO 00387502 OR PROVED EOUAL, SPECIFY 'SEWER" ON Lio), LEANOIIT TO BE CENTERED IN A 2'x2' CONCRETE PAD ONCRETE PAD TO BE 8' IN DEPTH r T--�-----------------------_--r_j F_------'BENDREQUIj'FYJSTNG SANITARY /SEWER MAIN „n� uIH SLOPE-� 6-' SEWER STUB 1-$"XB-X6" WYE `FUTURE 5"x 4" REOUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' U5WG'5FRONG-9ACv LLEXIBLE COUPLINGS (PERNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT IN A NEW PVC 'TEL- USING 'STRONG -BACK' rLEXISLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IY NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE-DRiLLEO WITH A ROMAC SADDLE (OR APPROVED EQu A0 E LINED MAIN - CONNECTION TO SEWER MAINS TLIAI IrAVF BEEN LINED (CIPP, ETC ). CUT IN A NNW PVC 'WE " t1`.>NG 'STRONG -BACK- FLEXIBLE COUPUNCS (FERNCO OR APPROVED EDUAL), F HOPE - CORE-ORiLLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMEIER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE-DRItLEO AND USE KCR-N-SEAL BODIS OR APPROVED EQUAL N4 R0 ITO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE NRCHASED FROM THE Cry OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SMALL HAVE A MINIV UM 25' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LONER 3 SIDE SEWERS SHAL_ HAVE A MINIMUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPFCTOR ARRIVES AT THE APPOINTED TIME DO NOT 9ACKFILL T14E TRENCH UNTIL APPROVAL IS GIVEN BY nI-E INSPECTOR 5 ALL TRENCH RESTORATIOI4 FOR SIDE SEWERS IN THE PUBLIC R1GHT-OF-WAY SHALL CONFORM TO S-ANDARO PLAN 110 OR 11 (12 5 THE SIDE SEINER STUB SIiA,.. HAVE PIPE BEDO'NG IN ACCCROANCF WWII- STArOOARD PLAN 405 7 ALL SIDE SEWE4 S-:.I?S SI-A_L BE NS'A!',F'1 RY A ..^�NTRACTOR-SCENSED e*i E• BONDED N -HE STATE DF wASHINGTCN4 SIDE SEWER STUB STD. PLAN -406.1 ` 7 PUBLIC WORKS INSTALLATION APB M -- DEPARTMENT Martin PastuElll 2612oa (SEWER MAIN TO PROPERTY LINE) �„ :,. " CONSULTING CV " ENGINEERSPLLC a CIVIL ENGINEERING APCE@APConsuitingEngine9rs.cDm (253) 737-4173 PO BOX 162, AUBURN, WA 98071 gPF,2AL NOTE, IN THE EVENT TRANSVERSE PATCHES EXIST MWIHIN THE AFFECTED STREET. THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 14 FEET OF THE. EDGE OF THE PATCH REQUIRED FOR 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. 7' 1' VARIES }, 1• MIN MIN � MIN � MIN I 1 1 � � f tt-f1 TRAFFIC FLOW r _ 1 jjj 2" HMA j 2' TO 8" HMA . I. i 5 5' MIN_ 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE VARIES: 6.5' MIN- T' 1' T• jTDEPTH OF E5(ISTING PAVEMENT MIN MIN VARIES MIN 2- SANfCUT AND REMOVE OR PLANE. SEAL ➢VITH 2e - 6' MIN. HMA {SEE NOTE 2) AR- 4000W (EACH SIDE) ! \6" CRUSHED SURFACING TOP COURSE {CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED To 95% MODIFIED PROCTOR- SAWCUT AFTER BACKFILL. (EACH sfoe) CSTC, DANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.140)) PER W500T STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 955E MODIFIED PROCTOR. IMOIH OF TRENCH AS REQUIREDBY SIZE OF PROPOSED IMPROVEMENT (SEE 1WISDQT STANDARD SPECIFICATION 2-09-4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 11C.I. STANDARD SPECIFICATION 7-08,3(1)e TRENCH WIDTH FOR NOTES. SEE STANDARD PLAN 110-3 TYPICAL TRANSVERSE PATCH FOR SM. PLAN ` 110 ] 12: ' PUB FLEXIBLE PAVEMENT OR RIGID 3Pf? LLl DEPARTMENT ENT PAVEMENT WITH OVERLAY Ilk, 1 12: 00cu5ign Envelope I❑ 34586810-914F-4F2D-AB59.7C192D3878A3 A,L " "URNS SHALL BE ACCOMPLISHED 9" MEAhS OF A WYE WITH CXEA40UI AND 4" BEND AS REQUIRES (NO GREATER 4S BEND TWO 45- BENDS SHALL N., 6E I"AN 45' BEND) EVERY ZND CHANCE 4'- ;,EANLRII r WYL W tH ACCEPTABLE (SEE NOTE 11) IN DIRECTION DR BADE TILL REQUIRE 45 BEND AND PLUC A CLEANOUT WYE (SEE NOSE 11) (SEE NOTE 11) I I a i HOUSE HOC, SE HORSE HIX15E 1 3 D" 41N I, A" SEWED PIPE SURFACE CIE/VNOUT A" SIR: ACE `� (TYPICAL) F.,. $"x5' WYE ,r (SEE STO PI AN 4O7] CLEAHOVI WYE a" TEST TEE WITH f A" 5EIER PIPE, SEE NOTES 7 AND 1 AIINIVUV LINE SIZE FOR y i 4" AN WITH PLOD FADE UP OTHER TMAN SINGLE FAMILY IS G" R O w LINE CLEATl011T N" P_t) �- { - ! R O w LNAE . S' VIN " m 6.•e i" KEDt1CLR n II MAIN SEWER LINE NOTES + sR IF THE BLMLDNG SEWER SERVES ANY FIXTURE HAVING FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION � I PRIOR TO INSTALLATION OF A SANITARY SERER CONNECTION, e 2 OF THE NEXT UPSTREAM MANFIOLE COVER OF TFRE SIDE -SEWER PERMIT MUST BE PURCHASED FROM INC CITY C- n PUBLIC SEWER SYSWM. A BACKFLOW PREYENTON RENTON RUBUC WORKS DEPARTMENT b DEVICE WC14 AS CLEAN CHECK EXTENDABLE _ BACKWATER VALVE OR APPROVED EQUAL SHµ 1. BE 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE +NSrAltro THE INSPECTION PHONE NOISIER IS ON fHE 90E SERER PE RIiT 4" FLEXIBLE COUPLING (FERNCO ON EQUAL) SITE MUST W READY FOR INSPECTION AND A REPRESENTATIVE ¢ ON SITE *HtN INSPECTOR ARRIVES AT APPONINTED TIME DO NO' = BACKFILL TK Ol TOH UNTIL APPROVAL IS DIVEN BY T-IE INSPECTOR SURFACE CLEANOUT m 4"x 4"x4" WYE 3 SHOE SEWER PIPE AND FITTINGS SHALL BE PVC SOR 35 WIN RUIBLR 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUSUC PLAN R'ORKS DEPARTMENT WILDING ORATN POR 4 A MINIMUM GRADE OF 2m (I/4- PER FOOT) LUST BF VAIRIAINEO LOW C'EVATION HOUSE WITH A 4' PIPE IN THE EVENT A ZR GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A S" DIAMEXR SIDE SEWER AT NO _E5S 5 FEET R D W LINE ROW, I'NE TO CLEANOUT VAx ITHAN IR SEVER BU40IN; SEWER BULC+NL S rue DRAIN 5 U45TALL WE SEWER WITH 2L MgF:VLIM COVER IB" COVER IS A--.:h__ 3 FEET MIN At THE MOUSE IT OUTLET 45 S14ALLOW 6 ALL ETUDMCEDINC SEWER AND SIOE SEWIER5 SHALL HAVE BEDpNC IN li ACCORDANCE VA rk STANDARD PLAN 405 JO 41p y� Fi IR �Im } +� k 7 WHENEVER FEASIBLE. THERE SHALL BE A MINIMUM 5 FOOT N } z { x m HORIZONTAL SEPARATION BETWEEN SAARTARY SIDE SEWERS ANT'. A' �� In OTHER UTILITIES �yg � 9 n m• $ � A B '� " n B SIDE SEWER -ESTNG SHALL CONSIST OF PLACNC A PLUG IN -n TEST TEE AND INSTALLING 4-FOOT RISER 04PE THE v is n roN ?E c A ON CLEANOU' AE THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLM TD WITH MIA TER TO THE TOP OF T*E RISER PIPE NO LOSS OF WATER SHA,L OCCUR FOR A PERIOD OF 10 MINJTES THE SIDE SERER MAY Of ... Z COVNEC i0 TO THE OUILDING FOLLOWING THE SUCCESSFUL a CG4PLETION OF Ty( LLAK IESr 9 THE C,,EAMOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER n PLAN STANDARD PLAN 4061 THE CLEANOUT AT THE 81.4.NNG S14ALL Eh: NRAEP� WER INSTALLATION INSTALLED TO SURFACE CRADE ALL OTHER CLEANOUTS SHALL BE RHSIALLEO TO WITHIN T2' OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SMALL BE RESPONSIBLE FOR ITS NSTALLATDN PER STANDARD PLAN 4061 ALL WORK W!IHN STREET RIGHT-OF-WAY $HALL BE DONC BY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOu DIG It ALL TREND4 RESTORATION FOR SIDE SEVERS IN THE PUBLIC RICH IT- OF -WAY SHALL CONP DRM TO STANDARD PLAN ILO OR 1102 or igo to www CbllbefOreyoui:I q Org Ip ALL WORA SHALL BE ACCOMP4ISHEU IN ACCORDANCE WITe THE AASHINCTDN N;7 ,'ZTRIAL SAf ETV AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER STD.PLpIW1"4062 PUBLIC WORKS °R ` br DEPARTMENT FROM PROPERTY LINE TO Martin PastUCtW26/202 BUILDING CONNECTION —DATE VARIES: 4.5' MIN, LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - fi" HMA (SEE NOTE A T EDGE OF PAVEMENT, EDGE T 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 957. OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4OQDW CSTC, RANK 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 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 S IANDARD SPECIFICATION 7-08.3(1)B F 4 FOR STORM AND WATER PIPE, PER STD PLAN 220 0 4 FOR SANITARY SEWER. PER STD PLAN 405 TRENCH WIDTH 4 FOR JOINT UTILITY TRENCH. SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 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 IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE PIMA CL �' PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6', RESIDENTIAL ACCESS STREETS - HMA CL }" 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 A GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4- IF TRENCH UNDFRMfNES 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 LONOITLIDINAL PATCH STD. Pi.AN - 110.1 0 Pi7lWORKS FOR FLEXIBLE PAVEMENT OR ❑EPADEPARTMENTRIGID PAVEMENT WITH OVERLAY 7 Ift 1 12: I]DcuSrgn Enve"m IU 345H681U-914E--4F2U-ABSY-7GI92D3B78A3 LEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR APPROVED EQUAL WHEN 60" MIN CONNECTING TO AN EXISTING FOR NEW SEWER MAIN MANHOLES • i i . SEE NOTE 7 "RELINERH BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EDUAL 90' BEND EMBEDDED IN CONCRETE r 1/2 THE DIAMETER OF ` THE DOWNSTREAM PIPE a� 4 NOTES 1. SANITARY SEWER OROAS ARE ONLY 10 SE USED UPON APPROVAL BY THE WASTEWATER UtILI-Y SECTION 2 DROP PIPES AND FITTINGS SHALL BE PVC $OR 35 WHEN CONNECTING TO ALL EXISTING SEWER MAIN MATER'ALS EXCEPT DUCTILE RON. USE AWWA C900 PIPE AND AWWA C907 FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS 3 MINIMUM S12E MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60' DIAMETER 4 CONNECTIONS TO MANHOLE SHALL BE CORE ❑RILLE❑ AND USE KOR-N-SEAL BOOTS OR APPROVED EDUAL 5 USE ROMAC COUPLING OR APPROVED FQJAI WHEN CONNECTING TO AN EXISTNC MAIN b WIIMIN A 50' DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12" INSIDE DROPS EXCEEOING 12' IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND AWAY RE4uIRE A LARGER DIAMETER MANHOLE. 7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SMALL BE INSTALLED WITr41N 6' OF BOTH BELL AND SPIGDT ENDS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEY CENTER STRAP5 SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS 8 MANHOLE COME SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP sT PLAN - 402.2 �] PUBLIC WORKS INSIDE DROP CONNECTION APPAOvE7 — -- -jt DEPARTMENT FOR SANITARY MANHOLE Martin Pastuchcio/26/2 0 n...w.I,ti......r DATE DoeuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 S' T I 81 T_ NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF le" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE W REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - •E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAS! IN SHELF COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A, ,B. IC. .DI ,£. 48" MH 48" 6" MIN, 5"MIN 24' MIN. 21" 1 D 54" MH 54" 1 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 1 8" MIN 6" MIN 42" MIN 30" 1 D NOTES. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WTH ASTM C-478, 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STO PLAN 106 THE U5F QF SHIMS 15 PROF1181TED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELOCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WI11TE 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE YWTH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MACE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL B IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE AN Al -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE 1`0 MATCH PAVING. 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400A , Aw+ vs;Il»"a yr ... PUBLIC WORKS .�,�STANDARD SANITARY MANHOLE 26/202 -i� DEPARTMENT Martin PastuCli� ! DATE 112 S-437502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER UTILITY DEVELOPMENT ENGINEERING 1 jstowell 03/17/2026 HBray 03/17/2026 SURVEYED: SCAM. DATE: N/A _� F4�1983/11991 CITY OF WOO SEWER EXTENSION DESIGNED: a""R R E N T� N 13457 815T AVENUE 5 FEiDBO01@ DHE K RENTON, WA No: ONE INCH CHECKEEs: AT FULL $p°d-E BALM Planning/Building/Public works Dept. SECTIONS & DETAILS C2 IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY SHEET: 2 OF: 3 r� ti Un C) a LO CN L4wj