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HomeMy WebLinkAboutzS-40900 SetA PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE I 1 I I I 0 1 yo LEI z� I \ �U o 1 I \\ 1 p 1 r 0Op'0 R=10.25' ®N75'58'071'W FROM MONUMENT SSMH#1, 48"(EXTRA SHALLOW) Q C "- STD. DWG. #400:3 /K RIM. DWG. IE=384.90, 6" NW,W,SW)-IN IE=384.73, 8" E)-OUT L tJ� �69 SIDE SEWER NOTES N90,GE� QA STA. 0+00 pPF 37LF., 6 C900 SIDE SEWER E C.O. CAP=387.00 IE=385.24, 6" / W/TRAFFIC BEARING LID © 3138 STA. 0+00 40LF., 6' C900 SIDE SEWER C.O. CAP 389.00 IE 385.30, 6• © STA. 0+00 - 50LF, 6• C900 SIDE SEWER C.O. CAP 387.90 i IE 385.40, 6• W/TRAFFIC BEARING LID QD STA. 0+67 61LF., 6 C900 SIDE SEWER - C.O. CAP 387.00 IE=385.00, 6" © STA. 0+14 32LF., 6_PVC SIDE SEWER C.O. CAP0 IE=382.50, 0, 6' 6" W/TRAFFIC BEARING LID Q STA. 0+32 40LF., 6' C900 SIDE SEWER C.O. CAP=387.00 IE=385.00, 6" W/TRAFFIC BEARING LID © EX. 36" STORM; 380.54-383.64 � �Q PROP. 6" SS; 384.74-385.24 �\ INSTALL ETHOFOAM PAD BETWEEN STORM AND NEW SIDE SEWER JH 12" SEPARATION RIGHT OF WAY 1 1 1 I 1 , WN 0 1 ELL ICE I SEWER SHOWN IS PER APPROVED o SEWER EXTENSION CITY OF RENTON N II tiN 11 PLAN SET #WWP-27-4061 w ,.LID "" 11 .o.=m� 0 1 FOUND PUNCH IN 1-5/8" SSMH 1223 BRASS PIN IN 4"X4" CONCI RIM=387.13 MONUMENT, DOWN 0.4' IN 1 SSMH, 54" IE=379.23, 8"(W) (VISITED 07/2019) 1 RIM=386.68 1 IE-379.21, 8"((E) IE 380.48, 8"(W)-IN IE=380.38, 8" W OUT ---- ------------------------ 1 14 NE 1st STREET 13+1000 REET _„n -1- NE 1 s� -- �:19+ ST0'0 1 1 ;ISTING MONUMENT A. 10+00.00, HE 1st TREET PARCEL #692800-0346d r to PARCEL #692800-0350 1 I 1 LI":aL _a,,,.�,.r, NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS APPROX. ELEVATION EX. GRADE 0 CENTERLINE OF EXISTING 8 W.M. NE 1st STREET *' T BS�F SEWER SHOWN'. IS PER APPROVED 90� SEWER EXTENSION CITY OF RENTON — _ —_ PLAN SET #WWP-27-4061 BETWEEN NEW SIDE SEWER AND EX. W.M. LINE v VVy �xI J2) 6" SEPARATION - INSTALL ETHOFOAM PAD 380 SSMH 1 48'• , } ___ BETWEEN NEW SIDE SEWER AND EX. W.M. STD. DWG. #400.3 - 36 STORM ----------- © 16" SEPARATION RIM=387.31 SSMH 54" BETWEEN NEW SIDE SEWER AND EX. W.M. IE=384.90, 6"'(NWW,SW)-IN RIM=386.68 IE=384.73, 8"(E)-OUT IE=380 48, 8•'((W) IN © EX. 36" STORM; 380.80-383.8 SIDE SEWER IE=380 38, 8••(E)-OUT PROP. 8 MAIN SEWER; 384.3 394.97 {TYPICAL) PROVIDE 6" CLEARANCE SHOULD BE INSTALL ETHOFOAM PAD BETWEE 3e4.e7 STORM AND NEW SEWER MAIN 380 8•• W) 8'• E)_____ 370 NE 1ST STREET 370 10+00 _.SEWER PROFILE n-00 1z+00 HORIZONTAL SCALE: 1"=30' - by L Op VERTICAL SCALE: VIOFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 2- PHONE: 425-260-3412 , 274e0 pE-�•� 1 REVISED PER CITY COMMENTS CONTACT: DARRELL OFFE, P.E. S...... E��' #' 09/27/2019 NO. REVISION NOTE (") - 6" C900 SIDE SEWER 0 S=1.00% (MINIMUM) - TYPICAL NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1, WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 w Q 0 0 _ O_ I 1:" We1 - = A e I f s Eoddlbnd �1q a :, P 1 r5 .< x c �f y �ppqa 11'�;rdo la a Y Tx+i„mFD a al NMI y r,rk S B 4 f 2t 4Y n..ne f i PROJECT Ne'4 f FSITE $ice a gt x. ., IF rave AI II ikI i wmJY N.hd Renton a n .c,\ hl . . �yI NI za< \� :' g iLapSo ilT.Li h q d FC. Creek Park 9 aax and Tra.I VINCYAd ---. !..- ' Sport It Ind" v B b VERTICAL DATUM CONVERSION NOTE THE ELEVATIONS SHOWN ON THIS SURVEY ARE 1.02' LOWER THAN THE ELEVATIONS SHOWN ON THE APPROVED CONSTRUCTION PLAN SET #WWP-27-4061 GRAPHICSCALE TABLE OF CONTENTS 0 15 30 60 SHEET NUMBER TITLE 1 WASTEWATER PLAN & PROFILE 2 WASTEWATER DETAIL & NOTES 1 inch = 30 feet 3 WASTEWATER DETAIL & NOTES 4 TOPOGRAPHIC MAPPING AXIS MAP SDR EYING ,,In' CI TY OF '� f . OFFE, P.E. � RENTON )LO MDATEAPPR OM DATUM F NOT ONE I Planning/Building/Public Works Dept. BY vu[¢ccwNatt S-409001 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY Nathan Janders 09/30/2019 Ann Fowler 09/30/2019 O NE 1st STREET SEWER EXTENSION 09/27/201 SAPPHIRE HOMES, INC. WASTEWATER PLAN & PROFILE dam 4912 NE 1st STREET RENTON, WASHINGTON 1 4 AW Z 0 CO Z W X W Ir W W U) CIA OR (SEE DETAIL) i 4 �A RE SEVER �+` COVER BOTTOM VIEW COVER 8 FRAME PLAN VIEW M� 2S DLL.-.H [635nP1 l 1' S/4, [z5µ) (3) BLT SDC (ALLEX HEAD) P-u x Is SS DUBBER MASHER [19nn1 JIJ1. B 3/4• L 2 1/2• 122an) E64nm TYP COVER SECTION VIEW EON BOLTING DETAIL [641nn1 1 LIMA 1/6m1• [ 1]nN 1/4• (6nn) DW r [2)nn] r 2 EDPREXEEDPREXE LWSXE [ J. IN vie' a5 nT v/ 23 3/8' CIA CL )PEN 1s9494Nn3 GASKET GROOVE DETAIL 27 5/16' DIP ,ue,nn, NOTES: FRAME SEC 10N VIEW 1. ALL COVERS SHAM BE LOCKING LID PER EAST "DAN IRON WORKS INC. No. 3717C1 OR EQUAL Z USE FRAME AND COVER FOR BRAD (SPECIFY "GRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER J. PUBLIC WORKS @N. FLM -MOLE DEPAR'f16NT MANNOL! FRAM! AND COVETS DBC81®8R zone Not to SCUIe GVAABVAAA�AVOo����Cr NOTES 1. 5' NO a CLEAN -OUT RINGS AND COMERS ON S:xER MAINS SHALL BE EAST O MpAN IBM ROM$ INC. No. 0898 (PRODUCT NO. MMOM31 OR APPROLED EQUAL CIEµ GET SHALL BE A WATER ROUT ASSEMBLY. L IN UNIMPROVED µEA£ FOUR A I'-O" THICK. 2'-O' SQUARE CONCRETE MASS MD. AND µWHO ME RING µ0 (SHNR. PUBUCWORDS I 8" OR 6"CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98055 PHONE: 425-260,3412 CONTACT: DARRELL OFFE, P.E. '`jam sRm MEAN I M EN uc ..-..-..-..-..-..-..-..- war DMHGM As XRGW) j (- " ONNEI WAXb NNRE 4' a SYhA C __ APE V, 4 r. 4• sTw MARGHc PWr FINISHED WOODI \g1REp AM TR x 6- RE F cAP , Um'.a1Rlf SFHED r UUMBASAV D I ED AROUND U ME PAIIND `W Ex1EUW 10 ME 1W OF M M. LHNNG tTW.I 1 � V WREAK (MANNER WIN CAST IRON RAN AD CONGA $41 BODYARAPPRON INN NWHS PRODUCT M IIIIRON TAX STALLAn9N) A ° I (RE PTO. A AANSSI SSIA i I _______________________r_•'F--�__- E EAYC MRcmEo MMI wmrtn we =MmBt an N nW (an BON) EM NW COMING MAWN rARr \3 6hAND SING `N 6'. 4 sac MAX e5M•u• wT BURNS r..• RFDMmH \.znm MAN as x 5' A vmRD MAV YIN - OUT W A NEW INC'TIV USIG'S1ROR0.BAw' ROOM COUPUNGS MMAO W .WR01ID EQUI I OORATE MAN - OUT Y A WOW P'F'Me HAW 1MNG-6A r FWIRE CO PUXCS (rtMW M WNOAD EWAU. C. PAR 6 CTW PW YN N NEW RE AWNG MOO CWPUX6 M BEE-OPLIA AM A WRAC SAME (W AIVRM4O GROUT O. MUM wax MAN - CORI INO MM A INNI Will ON IIFfiO.EO EW,a E. MANHOLE CU.WWMN - aA�5 TOY µNRa W z SHAM RE AT MUEACKNOCK-OUTS ME STRUCTURE WEECONE-pNXIDNo BG 2z_Mw aWR 4A RE HOROarr /E 6 MR SEWER v MAIN CONCRETE HUDOWING MOM XMI RUSE ROADW A A x.S OWNER AT PNXI THE w U-S AD ON9[ ¢[. SOMEiw_4R vWE UPWOR® THµ IS STANDARD SIDE SEWER Sro•°3 Pu6UC ROMSE DFPAgTMEM ARINT (SEWER MINSTALLATIONAIN 70 PROPERTY LINE( W (SEE NOTE 7) LIMITS OF PIPE ZONE oil BEDDING MATERIFORSSANITARY SEWEO.D. OF PIPE (SEE NOTE 5) FOUNDATION LE 6_ BEDDING FOR SANITARY SEWER PIPE NOTES I. PROWDE UNIFORM SUPPORT UNDER BARREL. 2 HAND TAMP UNDER HAUNCHES. 3. COMPACT BODING MATERIAL TO 9S MAX. DENSITY EXCEPT DIRECTLY OAR PIPE HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-011 OF ME STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(ily OF TIE STANDARD SPECIFICATIONS OR PEA CRAWL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTOR 3-09.4 OF TIE STANDARD SPECIFICATIONS. PueUCwoNNs ®sm.PLAx-MM DEPAg1MExr NITADDING FOR! ANTARY SEWERS W 4;1')'avi0F�� �FFSS O/NA��� 09/20/2 MANHOLE FANIE AND COMER 6' SEE $ID. PLAN 401 24�.. ADJUSTMENT RINGS 0' MIN.) 12" MAX SUE NOTE 6 MORTAR GOODS) (3/0" MIX.) BE NOR 5 CONE (EWmMIC) RUBBER GAMETED GENTS IN ACCORDANCE MTH ASIA C-443 •C STEPS - PaWRCPMILNE STEPS 6-1/2• SHALL BE INCLUDED 7• MIN. AA CONCRETE RISER BY PIPE INC.,L , OR APPROVED EQUAL 12" (TYP) HnDpER-PWmRDPnLTHE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 9-'E' S CONCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN S1Df. •TO BA T NOT SCALE' 'E' 46• MIN46" 6" MIR YMIN 24' MIN, 21' L. 54" MIN 54" 6" MIN. 5.5" MIN. 241' MIN. CEO I.D. 60" MH 60' 6" MIN. 8' MIN. 42' MIN. 30' I.D. HOME 1, STEPS M BE POLYPROPYLENE SAFETY STEPS, 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD. PLAN 401. C MANHOLE SECnMS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JONTS BETWEEN TIE WINE. RISEN RINGS. BMCXS AND CASTING SHALL BE GROUTED, G. ApVSTMENT OF ME CASTNG TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, DBMS AND MORTAR DEL)', BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. M I 7. SANITARY SEWER MANHOSASHAM HAVE IFNN INTERIOR SURFACE$ INCLUDING CHANNELING, BOATED (DIALECT AM A HIGH 5%U)S URETHANE COATING: WA55ER MC-MDSRELO OR APPROVED EQUAL: COLOR OF WATNG SHALL BE WHILE, B. RUBBER GASKETED PANTS SHALL BE IN CONFORMANCE WITH ASHM C-443. dµXEL HDPHT SHALL BE A MINIMUM OF 3/4 OF ME INSIDE DIAMETER OF ME LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MAN USING WIN ADAPTOR, KCR-N-SEAL BOUTS OR APPROVED EQUAL. 11 IN NAPPING) AREAS, MANHOLES SHALL EXTEND A MINIMUM OF W AND A MAMMON OF Ir ABOVE FINISHED MADE W MUST HAVE A MINIMUM 2DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVE) AREAS, COMER MUST SLOPE IN ALL DIRECTONS TO MATCH PAVING. 1 - SOOT �® PUBLIC WORKS STANDARD SANITARY MYNNOLE +R DEPARTMENT 98PTEYBER 20tl AXIS MAP SURVEYING RWOMEN.CWAl NO HoI AND. L. OFFE, P.E. 1 REVISED PER CITY COMMENTS DATED 09/11/2019 DLO 091919 KW DATUM F NOT ONE INOU NO. REVISION BY DATE APPR ANNfiW: GDR: NoOl LY SANITARY SEWER NOTES AND SPECIFICATIONS 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Deportment. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. 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. 4. 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 prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 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. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10, Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping 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 pipe shall be the some as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade In paved area, cover must slope in all directions to match paving. CITY OF ' RENTON Planning/Building/Public Works S-409002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TEWATER UTILITY Nathan Jandeln 09/30/2019 ®III Ann SFowler 09/30/2019 NE 1st STREET SEWER EXTENSION oe SAPPHIRE HOMES, INC. WASTEWATER DETAILS & NOTES Dept. 4912 NE 1st STREET RENTON, WASHINGTON u Z O U) Z w X MW LL W /W V! VAMPS AS MEN I SHE NNE p G 5>MLUi AFTER BACKRLL FDEPTH OF EXISTING PAVEMENT 2 - B EWE OF PAKA Ni EDGE (SEE NO E E) BE CURB h GUTTER,OR MIN H CENTER OF LANE MARKING z - LIMA (SEE NOTE 2) CRUSHED SURFACED TOP COURSE (BULL (s 0391 PER WsmT STMLnRD pAMUT AND KNOW ��FUOONS CONDUCTED TO 95S R OURS SEAL Mm EDIFIED PROCTER AR AWWW BANKFORRUN GRAVEL FTRENCHSACKFUL SACKF (9-01,19). GRA£L SORROW (9-03. PNN) PER MO OT STANDARD SPECIFICATIONS OR NATIVE MAMMAL F APPROCED IN WRIDNC BY ENGINEER 9 MOM OF TRENCH AS REQUIRED BY SS OF 5SCAN GEDTECX REPORT. CCNP4LIED i0 PROPOSED IMPROVEMENT (SEE MOOT 0 . cOFIED PROCTM. STANDARD SPECIFICATION 2-09.4) PLUS AN IRE ZONE BEDONO MATERIAL ROD COMPACTION AS E FEAR ANY SH9 NG MCDOW, IF REQURED BY E T STANDARD SPECIFICATIONS NEMEC".SHALL MEET THE RLUMMOST CF FOR FEE TYPE OF IMPROVEMEN- INSTALLED. PLAN EKRPr MERGE STANDARD $PfCRUTON -pE3Ne _ OR SIDRM D WATER PIK. PEp FOR SANITARY SEMFRE PER SOL LAN 220. FRENCH MODEL • FEAR JOINT UTILITY NCH. SAND MR SSINGSA0 SIEVE ANDLESSTHAN 5% PASSING A t20o X0ms'. I WHEN EXIISTNG PAVEMENT IN A LANE REQUIRING A FULL NDIH REPLACEMENT IS BRCNEN OR LETEPIOR.NTEO TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EARNINGS PAVEMENT IN THAT LANE, AND FOR THAT DSTANCE 30 CLASSIFIED, SIwLL AS ROADVED AND REPLACED *-IT HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR FEE BERM PER CITY STANDARD, MIICFEVER R GREATER. 2 PRIMP [ MI CRL/f'G2PG TOi Rx DAAxpMATCHIEN9nN0 THICKNESS STREETS - MATERIAL AND THICKNESS AND IN W USE LESS THAN G pASDENTA- ACCESS SERUM - X Po Tf DUEM CL IF 4- f THICKNESS SHALL BE AT OF THE EXISTING VEMENI SECTOR AND IN NO CASE LESS FEAR 4'. 3. NHEN THE LCARCUT AFTER BACxNLL' ENCROACHESINTO AN ADJACENT LINE, OUR TER CR SHOULDER, DUE AFFECTED IMOE SHALL BEPLANEDNA FELL W ME CURB AN SULFUR SHALL BE REMOVED AMC REDUCED, ON SHOJLDER STALL IH BE PLANED IF REMOVED AND DxRLaD WEER LIMA. M 4, X TRIMMED TEMPI EXTENDED SOEWAIX NO/OR CURES. THEN THE SOENALK AND/OR MRS SHALL BE REPLACED FROM EXPANSION JOINT i0 EXPANSION HINT.. S IF BENCHING INROUGH EASTITG DRIVEWAY R SILEWAIX RAMP, THE DRIVEWAY OR MIWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPKAL I NOIWDINILL PATCH 110.1 O KNEES wows FOR FLO PAVEMENT OR OEPARTVCNT RIOIO ►AVEMEMTWITN OVERMY ) NEW 6EET ME ACrcIA RMEND OF "DOT SAW Oil SMALL M MORAL AM IN STRAIGHT USES -M-4-ITEAl NEEDS MOW voSPEROns xaWltl61 AM F>K v 6 MN. sv cr rvFucNit IMF Sim OF m�c, wwl l9�],WA Wol1 etaHES PREPARING) ED wFACMa AN TON SON taN MAIMICA If AERFARNAM IN AMONG By �� DBMS ON WOMEN FRONT. TANI PC MAN RULE CEMENT CONCRETE PANEL WPLACEMEM: I. PAYS CONCRETE SURFACE STREETS. HE _ RJ. DIM HINRNENT gESTRADCN SHALL BE FULL PANEL STANDARD BAUD wA-m1 REPLACEMENT. IF RE OR MORE OF THE FOLLOWING CONDITIONS EXIST: am MCI ALL N�CEMS KING ME PEAVEL �b III ago FIETURN EXAM I EST CAREER 'FARGO A�ALS AND ALL ESSEX N NO I ADS KNOWN MARTIN MAY STANDARD SPEORCUUM 9.076 SABA WALL AN AM US M�S RAN ME LEW, THAN 2 BASIS ANN III ON WA� ROAMS So REPL�7 NAME MORAL RARE SURE A IN OEM iT rapREACH Runcn PUNnc�ma D IS LEAR TEM AT AS INCREASE ALASKA WIN CHAOS AM ASPHALT O PURLIC ACRES TYPIOAL PATOM lOR RIGID PAVEMEtlTWN ITOYT AIPNALT SN. PYH - IIIC \PI'RU F,n DCPARTMP,H'1' CONCRETE OVERLAY IQ- - AM MIN IN THE CLEANEVENT TMY Me PATCH SLAUT m CAMEROON ME FEET IF TIE EDGE HE ME PATCH MCI I Ill I .I t FOR ME NEW LEARNED AM MY ELEMENTAL PATCH MARC AMIN 10 FEET AN THE MAE ON ME SECOND PAPUA ADD 50 d AN i0 a REAL OF m ,FEU. 11 FACE OF P.xnrvl H Y1 � T� R 1RNHGMAKER I �a� 7 ' ONE AN THE LINE x Toe xu AS Li NET �Nxr6x .•^Ai I m[MxnxcMOVEMENT N ON N OR �— [F.wlr'ONE i [I41D x,x 2 e AN F $ Iwrz a) FF- DINNER WEAKEN LEAR 3 NNRO�u \T0.�I0.I GA SS COMPACTED 1p 9MALAY 5%* *CLEAR (SHERACT MaM� X l C�NI CREOLE MS_IA DUN A. CLURCHING OON PER NASA AN GERMAN REPORT. �AC�D TO 95X MOOKED PLASE AN Ira1a(SO SPECIMEN MMCR ANNE: EAGER OR ISRAEL 52wINYT WING ANT NIO PROPOSED � _ , RRMn AN �Na I. `�) IIHc uamx 91E �NHD.wU NEEDED, WA41 MET ME rAXMaD SPENE.GADOR ; e9.3HO ,Kea xVm ^'n 11aI. FOR MOMS ONE STANDARD RAN 1101 O`BENEFICIAL TRCNSVERM POTION MR @TO'PYX-LAD P1:BLIC WORKS E IRLE PAVEMENTI RIGID 'PR SV. DEPARTMENT FLPAVEMENT WITH OVERYY /1 F Tf LANE LATE I 1 I 1 I 1 ( I I Y DEEP SAWFUT OR GRIND AMR 1FULL 1 I Hill X REAL OVISMAY GRIND ADD PAW 5TRrtt WOOL MONDAY REQUIRED I 1 / I 1 / I / 11 I /Ir j II/ I � 1 I P l f / EDGE ON ry51N6 PARALLEL J R Eq£ A AAVEu[ LAME (EWE A ED) i I /t VANNES YOU MN WENE L I AVU E W USE I OVERLAY FAVGERMORS UFA ORS NEW DMMI ATION / REASONS' FIELD DISTANT MACOT FDA I PROPOSER TOH MN METAL 2' DEEP PARENT OR SEVEN AND LED OF FINAL OVERNAW MIND AMID RAW ILL OFFSET NOM OVERLAY REQUIDED T HAH ELPS FEE PAR 1101 AND n11EWIR®L1rFC11TIOMND 81D. PGR - 110.P PUBLIC wORxsNN AMO HEM.'SIT. 08PARTNFT Oy[gAy MRL WTUDINRLTRRNCMEB (D. ... OFFE ENGINEERS ��y L •aF� qY. A kw,o a 13932 SOUTHEAST 159TH PLACE -� RENTON, WASHINGTON 98W C. ]46D PHONE: ¢25_260-3412 vi•?�ci pE-B•.0 1 REVISED PER CITY COMMENTS CONTACT. DARRELL OFFE, P.E. ed'S(pR01AE� 09/20/2019 No. REVISION 7_ 6 IN DIAMETER PIPE �o AN AT R 1W IN FE 2OPEC 5" 644 RED MAY EGA no MAN DEC EDGE 764 760 GME PC SEE) a" No Wo ANN SOM RON FEEL NO 792 Me WO goo INVER MIT PLO MAN AGO BOB To FINDS) :wSOS we WAR ZERO Am PREF FAA E 6 qw LL OWAY 63 10 NEO Fog J0 W AO F-o IN, DRUCTER PIPE 0 160 2W 316 BAD 476 jl� 632 1 ON ING) EC 020 1W 0 Soo J0 SEW 6 IN, Do ONE PIPE $ MANOR� R 1W LEE W4OGR 1172 1144 1116 RED E 250 S eD PROCEDURE RUDER �Rl� LEE PIPE TO 4 0 P A I C PRE SENT MEET A MINIMUM MR AN AD RUMORED M STABINZE ONE ��E WHOM NO DODGE BY PRESSUFACE If THERE IS A LOCK � NOT BE LESS TOM ME WAS PUBLIC VOBNS AIR TEST TABLE 9,cxx AWVE M. PIAM — 410 •� OSFAFTYENrE ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 RJOOE 0 50 150 Lp 250 J50 100 0.50 SCO 'CO 40 520 408PI2B04 M2 D]ADmeiuzloseeose4swsx9zA11009929]fi994852840Ip2110404 WN� 9B9 9]6 964 95z DEVELOPMENT ENGINEERING DwMBIPI aY. D: l PEN 5ED FRAME AND OOVE2 R ARE AMIDMOR 4R RINGS ND MORTAR JOINTB� SEE NOTE ] A- AID TO TOR - A CONCENTRIC CHOSEN t RJECELH^< �" WHOLE MINE A IN J • •A ' A • e•.l 6 NW. I P �xB•� (-PORED-IN-P4CE OR CAST BN4 OTF CASTING SHELL BE E Sro. A J2 TOM EEATSN TO BE OF REINFORCED EFECIAT CONCRETE } p T E OF THE TRADING 'RATE . _ BE PER ETD CB A TELSEEMED M OLE L E L - CR U E NUALD N. CHAJVEL (EEALEC) AlN P. L -T ANE f ]SEE AC IE D D C 0 FD EO LOB C 0. SHALL BE E. F NEC L31 M D_ FN6 D FIFTY EDF SCIL B.VO'S R If TYPE E] PL - -II',ll PL' E HE GNAD- CR A T RAVE A FIGURING 2 J F _ER CONCTETC PIPE' UREE = IN TRODAREA'. WrR MOST SCPE ry Al DIRECTIONS ID MA -AI FRONT. SN.91N1.4o0.3 j P DEPARTMENT SANITARY MANHOLE 9/u/z029 z VA27 MR, DEPARTMENT EXNtA SHALLOW Cx� AXIS MAP SURVEYING RG Ixn leu/IXe1 f OFFE, PE. 10 MDATEAPPR DATUM ROM I F Holl ONE INCH BY w1EA N6n CITY OF ' RENTON Planning/Building/Public Works Dept. S-409003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER Nathan Janders 09/30/2019 ®I I Ann Fowler T09/30/2019 NE 1st STREET SEWER EXTENSION 0e/20/201 SAPPHIRE HOMES, INC. WASTEWATER DETAILS &NOTES NIA. 4912 NE 1st STREET RENTON, WASHINGTON �T3 AN 4 N P` LO O T DwMBIPI aY. D: l PEN 5ED FRAME AND OOVE2 R ARE AMIDMOR 4R RINGS ND MORTAR JOINTB� SEE NOTE ] A- AID TO TOR - A CONCENTRIC CHOSEN t RJECELH^< �" WHOLE MINE A IN J • •A ' A • e•.l 6 NW. I P �xB•� (-PORED-IN-P4CE OR CAST BN4 OTF CASTING SHELL BE E Sro. A J2 TOM EEATSN TO BE OF REINFORCED EFECIAT CONCRETE } p T E OF THE TRADING 'RATE . _ BE PER ETD CB A TELSEEMED M OLE L E L - CR U E NUALD N. CHAJVEL (EEALEC) AlN P. L -T ANE f ]SEE AC IE D D C 0 FD EO LOB C 0. SHALL BE E. F NEC L31 M D_ FN6 D FIFTY EDF SCIL B.VO'S R If TYPE E] PL - -II',ll PL' E HE GNAD- CR A T RAVE A FIGURING 2 J F _ER CONCTETC PIPE' UREE = IN TRODAREA'. WrR MOST SCPE ry Al DIRECTIONS ID MA -AI FRONT. SN.91N1.4o0.3 j P DEPARTMENT SANITARY MANHOLE 9/u/z029 z VA27 MR, DEPARTMENT EXNtA SHALLOW Cx� AXIS MAP SURVEYING RG Ixn leu/IXe1 f OFFE, PE. 10 MDATEAPPR DATUM ROM I F Holl ONE INCH BY w1EA N6n CITY OF ' RENTON Planning/Building/Public Works Dept. S-409003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER Nathan Janders 09/30/2019 ®I I Ann Fowler T09/30/2019 NE 1st STREET SEWER EXTENSION 0e/20/201 SAPPHIRE HOMES, INC. WASTEWATER DETAILS &NOTES NIA. 4912 NE 1st STREET RENTON, WASHINGTON �T3 AN 4 N P` LO O T 0 O N 1 CL A PORTION OF THE SW 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON INSTALL CAST IRON RING AND COVER PER STD. PLAN 403.1 1 1 1 1 I I o � 1 0 wn r� o ro ro N b � z—, U U W � \\ Sao a 1 C.O. IN DRIVEWAY ` RIM=387.31 C.O. IN DRIV �,10 �V p 1 RIM=388.13 000�� � �qr \ 20LF., 8" C9000S=1..� e 1 ®C.O. IN DRIVEWAY 1 1 1 , ^ O 1 WN 1 I SEWER S 1 ho SEWER E. I^ rn 11 PLAN SEI 1 2� a ISSMH 54" 1 RIM=31 2 I 1E-B1IIL7! MID- CHANNEL AS -BUILT TBM IE=379.23, 8" W) IE=379.21, 8" E) EN (9 8" CLEAN OUT ENLARGEMENT 1 1 n•., _ PP , HE 1st STREET 13+00 - �1i9+00 RIM-389.68 , / J•. -r K pVG •- �+00 tt ®C.O. IN DRIVEWAY �.-� G } RIM=389-00 1 no 9 ®C.O. IN DRIV AY F Cis Ng0 CFY RIM=388-80� ®� 1 o QP� � � � C.O. IN DRIVEWAY 1 y o EXISTING MONUMENT RIM=388.22 1 =N II STA 10+00.00, NE 1st STREET h _ SSMH 1 60' MANHOLE /�,W 8 INSIDE DROP H 14 FN U 1 PER CITY DETAIL 402.2 RIM 388.08 l0 2 /IE=381.92 MID CHANNEL ®'��"' M to PARCEL #692800-0350 1 SEE FINAL PAVIN F SHEEP 5 I `. PARCEL #692800-0340 - I� NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS APPROX. ELEVATION : EX. GRADE 0 CENTERLINE OF EXISTING 8 W.M. : NE 1st STREET B — _---_ ___- : * "I " �\ �..... SEWER SHOWN :IS PER APPROVED SEWER EXTENSION CITY OF: RENTON _ — — — PLAN SET #WWP-27-4061 RIGHT-OF-WAY LINE M 65LF :8" PVC®S=1 7— 00% 36' STORM p � 380 _: }_____ --- 380 -_ ____ --__ -___ __4 4 SSMH 1 60" MANHOLE...... W 8 INSIDE DROP SIDE SEWER SSMH 54" PER CITY DETAIL 402.2 TYPICAL RIM=387.63 SSMH 1223L RIM 388.08 IE=381 27, MID -CHANNEL : : RIM=387.13 IE=381.92, MID -CHANNEL IE=379 23, 8"•W) _IE=379.21. 8'�Ej_ 3-0 SIDE SEWER NOTES (A STA. 0+16 40LF,, 6' C900 SIDE SEWER ® C 0 CAP 388 80 E 385.01, 6' QB STA. 0+00 ® 38LF., 6 C900 SIDE SEWER C.O. CAP=389.00 IE=385.03, 6" © STA. 0+18 52LF., 6" C900 SIDE SEWER ® C.O. CAP=389.68 IE=385.15, 6" QD STA. 0+00 ® 6OLF., 6" PVC SIDE SEWER C.O. CAP=387.31 IE=382.50, 6" W/TRAFFIC BEARING LID © STA. 0+14 ® 32LF., 6" PVC SIDE SEWER C.O. CAP=388.13 IE=382.50, 6" Q STA. 0+32 40LF., 6" C900 SIDE SEWER ® C.O. CAP=388.22 IE=385.00, 6" © EX. 36" STORM; 380.54-383.64 PROP. 6" SS; 384.74-385.24 INSTALL ETHOFOAM PAD BETWEEN STORM AND NEW SIDE SEWER © 12" SEPARATION BETWEEN NEW SIDE SEWER AND EX. W.M. QJ 16" SEPARATION BETWEEN EX. W.M. AND NEW SIDE SEWER © 16" SEPARATION BETWEEN NEW SIDE SEWER AND EX. W.M. © EX. 36" STORM; 380.87-384.07 PROP. 8' MAIN SEWER; 384.57-385.24 PROVIDE 6" CLEARANCE INSTALL ETHOFOAM PAD BETWEEN STORM AND NEW 8" SEWER MAIN �M SEE ENLARGEMENT, ABOVE RIGHT NE 1ST STREET 370 10+00...SEWER PROFILE n -00 1z+00 HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: :1"=5' OFFE ENGINEERS q�p �M vuWr�o a 13932 SOUTHEAST 159TH PLACE x•-� RENTON, WASHINGTON 98W PHONE: 425-260-3412 Pof;��'°°Q. CONTACT: DARRELL OFFE, P.E. FsSj ..... NAL 10/26/2 NO. REVISION BY I DATE I APPR NOTE (*) — 6" C900 SIDE SEWER @ S=1.00% (MINIMUM) — TYPICAL NOTE: SIDE SEWERS TO BE 6" PER CITY STD. PLAN #406.1, WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ® ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTIUITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR 'LING MJ UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 w a 0 CD _ O_ I Regional J. Imam y r orI s F p�tn �_i �- ! . LINftY Ihell IF 4 �iwm IIIR PSi Este "- s Perk ark � ! j II Y� L Q 4 meeY., PROJECT "s` a ? SITE _ .. s,a., [ f ^` t E Le4e !st :101 AI ,ylen oml ae1RM Renton ceaweY. x9 = Ow4 .1.4a„ . ' > Name Sane {' M AI d i Q ! d Boos rf•6 Creak Park 4�'ne =Name "• spsY. I and Trnil Y i,� f •Mnew N Me P le, i, n PaRPen Sp He1A a. ' 14 Ne .,. VERTICAL DATUM CONVERSION NOTE THE ELEVATIONS SHOWN ON THIS SURVEY ARE 1.02' LOWER THAN THE ELEVATIONS SHOWN ON THE APPROVED CONSTRUCTION PLAN SET #WWP-27-4061 GRAPHICSCALE TABLE OF CONTENTS 0 15 30 60 SHEET NUMBER TITLE 1 WASTEWATER PLAN & PROFILE 2 WASTEWATER DETAIL & NOTES 1 inch = 30 feet 3 WASTEWATER DETAIL & NOTES 4 TOPOGRAPHIC MAPPING 5 PAVING LAP SURVEYINGmoo 'oME. a, Nee M AIIIIIIII CITY OF ffgplb L. OFFE, P.E. IL'�KAF RENTON DATUM Planning/Building/Public Works Dept. F NET ONE scuE.aawINCH S-409005 RECORD DRAWINGS CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM ELEVATIONS OF THE SANITARY SEWER SYSTEM. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY OFFE ENGINEERS, PLLD, ON OCTOBER 26, 2020. R-4090-01 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS NE 1st STREET SEWER EXTENSION 0/26/202 SAPPHIRE HOMES, INC. WASTEWATER PLAN & PROFILE n „. 4912 NE 1st STREET RENTON, WASHINGTON 1 4 N LO LO 0 O 0 rn T u o BOUNDARY & TOPOGRAPHIC SURVEY I CM ' FOUND 1/2" REBAR AND CAP CL 'ISITE PUS 29538' PROPERTY 5 300 (7/n19) EAST END FENCE IS LEGEND > OLD BFNC W. FENCE CROSSES LINE 1.VNXI,ZE. OF NEW BEINGE. 1029'E OF PROPERTY PROPERTY COMM. ® POWER STUB IS 0.1'S OF PROPERTY LINE CORNER. CONCRETE PAVING `I 0 POWER JUNCTION BOX 98 S89'S8'15"E 80.36' 2O © POWER VAULT �$ + H {T 0.5'CLFNC - );E YARD LIGHT ASPHALT PAVING FENCE CROSSES LINE 0.99'S a CABLE TV RISER GRAPHIC SCALE OF PROPERTY CORNER. rn 0 ,g 1 O SANITARY SEWER MANHOLE BUILDINGS ,., y+"-- ` ❑ CATCH BASIN STORM DRAIN MANHOLE 20 10 0 20 40 O RENTON GIS ,� 8•FA 16•CY 10"W/ I GRAVEL SURFACE I I �. C CULVERT _ 1"=20' FIRE HYDRANT { \,J \.J 12CCOTTONWOOD I I I 8',e" NICV IRRIGATION CONTROL VALVE 12 CY CHERRY \ 2 12"93 WATER METER I I I LAW \ I,14"M 127D DECIDUOUS � WATER VALVE O DATUM/BASIS OF BEARINGS \ N o 12'FS FILBERT MAIL BOX HEIR A BEARING OF NORTH 8822'19° WEST BETWEEN CITY OF RENTON I I / \ \ �1 • BOLLARD 12'FR FRUIT CONTROL POINT 1851 & 1852. 1 , 87 / P R>:( 61GGT 12'M MAPLE c=m ROOKERY HORIZONTAL DATUM: HAD '83/'91 l ` / \ P I Q❑❑❑[1p CMU RETAINING WALL 12'W ALLOW \ , CYPRESS HEDGE } 1O I ORIGINATING BENCHMARK: CITY OF RENTON CONTROL POINT 1551. IB FOUND MONUMENT IN CASE �y / \ O FOUND REBAR AND CAP AS NOTED 7 IS129 MR VERTICAL DATUM: NAVD '88 10' DRAINAGE / N V ELEVATION: 398.55 1 \ \ EASEMENT RED. ❑3 4.6' _ , ----D DITCH LINE \ \ NO. 9802261082 / -�'� I SS SANITARY SEWER UNE TEMPORARY BENCHMARKS \ \ / 49M NE 1ST ST GF: 388.9' _ K T,29 1 STORY MOOD - 16tCOT W STORM DRAIN LINE TBM 'A' SET CHISELED '%' ON TOP CENTER BONNET BOLT ON FIRE HYDRANT. FRAME HOUSE )%' ', P POWER LINE \ / r , ELEVATION: 388.59 T TELECOMMUNICATIONS UNE C CABLE UNE TBM 'B' SET CHISELED SQUARE ON SOUTHWEST CORNER OF CONCRETE FOR 8'M (13,186 SF.) I W WATER LINE POWER VAULT. ]'BENC \ \ b 3 l A �i \ n ° 13gg LAW 1' I CYPRESS HOW W WATER LINE -PER KING COUNTY WATER DISTRICT g90 ELEVATION : 388.05 2!_ �-. «�- WATER UNE-PER DOCUMENT PROVIDED BY CLIENT 't9 e , 4 X % K- CHAIN UNK FENCE UNE (CLFNC) LEGAL DESCRIPTION 11 ij,,� 6012"CY LOTS 30. 32, 34 AND 35, PUGET COLONY HOMES, ACCORDING TO THE PLAT j'(A1� WOW FENCE LINE (BEING) RECORDED IN VOLUME 86 OF PLATS, PAGE 59, IN KING COUNTY, FOUND 1/2" REBAR AND W \ \ \ r/ LAW I g '" p + W9RE FENCE LINE (HWTNC) WASHINGTON. CAP °CORE 3]535'. i M \ \ 6 r ' CONCRETE CROSSES UNE I 11W1VV---��� O 0.6, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (]/2019) ( \ r 3 \ \ \ „ 1 44.71 & 15.90' NORTHERLY u ) 32'GOT \ OF PROPERTY CORNER. )1 \ _ \ \\ \ \ I ,-;) '� ( F U D 1/Y REBAR AND CAP I -- NOTES \ \ L l W ACK "PLS 2--Jg' 0.1'NxO.1'E THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS ( \ \ \ \ • ;. �,,?. _+ ' \ OF PRWERTY CORNER. _ ___ OF A SURVEY CONCLUDED ON JULY 31, 2019 AND CAN ONLY BE (]/2O9) _ --" CONSIDERED AS INDICATING THE GENERAL COMMONS EXISTING AT THAT ( \ 36" d0$ IE 381.84iIW , __-- T)".10",12',12' \ \ 38" ADS IE 3B1.79 �E \ SE CORNER CONCRETE , \ mm 'B. - \ 3 \ \ \ \ IS 1.7'WESTERLY OF t1,. \ EL386.05 _ __-_ UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE \ \ \ PROPERTY UNE GSMH 1 OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC). q {/' 8•w\ \ \ \\ T g1 -- .da�3g5Z+ CULV 18'CPP IE 384 51 HE I , \ CULV 18-CPP I_E 3%.3] SW' 8° PVC IE 13N) 231W, W W OFEEXISTNG U1ICULITESALL PRIOR RIFY THE TD CgNS1IXRUCTONCT CATq{, ELEVATION AND SIZE I \ UWN Y \ L+3g Rg ,1 - l- Wes,_. W PVC IE 379.21 E N8217.a •W PRIMARY CONTROL POINTS AND ACCES9IBLE MONUMENT POSITIONS WERE (9,645 SF.)\ WyO ` \ `\ %3. RS A Z} 1 -,W- ��-'"'� F FIELD MEASURED UDLI2ING GLOBAL POSITIONING SYSTEM (CPS) SURVEY 32 L \\\\\\lll,« Y 1 \ 36"WT 12'CONC 2• " �• \ 2 TECHNIQUES USING LDCA G514 CPS GNSS EQUIPMENT EQUIPMENT. .y, 3 +'. \ , IE 385.38 ,y y4" Rs17 I _�W - - MONUMENT SS- PaNNET MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING DIPS "- -CULV 12"GONG ` Gm24 -,, c6 7 - _,i- 4d NOT FOUND SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA CULV 12"CONC IE 385.46 NE C ^- W �� � 21T / _ O p 6� t \ \ \ 9' IF 38611 NW ^ 1° z �,�' 2j 05't �� _ N89'58'15'W 50.00' ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES S ELECTRIC _ _ N75. 55 ' SELECT?\ r -- _� AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY ��\ \ \\ \\ ❑2 EA59W RED. EASEMENT RE NO \ 'N'-¢ f WAGS 332-130-080/090. R \ \ NO, \6404210 to E - p---� 1 J a \ I \ \ WjN O' D6404210 �h + m, q 53_`+r.� FOUND PUNCH IN 1 5/8' BRASS �+ EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES. STRUCTURES, rOO•,,," \\ I \\ \l , jaF3o- C Ay6 dh%1. V!' '� 043440 "11000UO2 ` *BA 49'-MEAS „yST*pl I \ p= �a1Y2g•}4 N83'2944'E PIN IN 4°%4 CONCRETE O PAVING. GRAVELED SURFACES, ETC) MAY NOT LgNgOE Po1H THE DEEDED y,,}$ 481.00'-PLAT () BOUNDARY UNES AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS m ) WS $$ si um 2 LINES o MONUMENT DOWN 0.4' IN CASE. SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED AT �L:T388.59 y O 0.5' WIDE (7/2O9) BOUNDARY UNITS AND CERTAIN EVIDENCE OF OCWPATON. WHERE N89'45'21"W 99.35' , C , N p3453" c,1 I DISCREPANCIES EAST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL _ \ N14'32'55"W f125 0.. p� Z�� PUROIASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO tR4' - 0 15.00, L S INTERPRET THOR PROPERTY RIGHTS AND ADDRESS ANY POTENTAL NW CORNER CONCRETE I ° ,CULV TYCONC IE 386.11 S o f 13F" 15� ST 4�, _ ----- G BOUNDARY DISPUTES WALKWAY IS 2.8'S OF I CONCRETE • y d , I o p ryd i /� m _--j 2' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. PROPERTY LINE. I WALKWAY IS 1.1'S I - _ro a "'.� s 1 iP ?dh V j w -- I PROPERTY LINE. ` " Sp G UNKNONN UTILITY THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS Gmmms.1 NE CORNER GOING ETE t' (" c C- 5 38'J CULV 12°CPP IE 384.67 W PAINT MARKS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. I I 1 IS 3.9OF PROPTY _ I COR ER 50 _ - _ CULV 12bPP IE 385.14E ®SCHEDULE B SPECIAL EXCEPTIONS I I - I I E _ - EASEMENTS AND LEGAL DESCRIPTION ARE BASED O. THE015 ALTA TU, DATENT ( 49S NE 1ST ST ( CULV 1YCONC IE 385.]J N `` \\�• _ G �Mpp•L4•F _-_- TYPE II BY Y 30. 20 TITLE INSURANCE COMPANY, IX20ER N0. 0156457-ETD, DATED 1 STORY WOOD ) ` \ /- 1(�^' RIM 329 N JULY 30. 2019, AT 8:00 A.M. I I FRAME HOUSE I ( LAWN 3�"F - 0 ndx�'' T4.9t 6"F 36" ADS IE 380.21 N I 1 �. \° \ 1 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, 14"F 36" ADS IE 380.21 W I REILDING E B, EASEMENTS EASEMENT PROVISIONS, DEDICATIONS, SCAIH 1154 36' ADS IF 380.28E BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, \ '°M _ RIM ADS IF 8.8 IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, I FFES39S9' 12"CY '•TO• _ 10'F I 36° ADS IF 380.63 NW INCLUDING BUT NOT LIMITEDTO HOSE BASED UPON RACE. COLOR, 5' ELECTRIC EASEMENT REG. 36" ADS IE 380.83E 6• I RELIGION, SEX, SEXUAL ORIRIENTATION, FAMILIAL STATUS, MARITAL 1 / NO. 6404210 141E STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR Z SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL I I f 1 FOUND PUNCH IN 3/8" PIN IN I LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION { CONCRETE MONUMENT IN CASE. 1 IS. PERMITTED BY APPLICABLE LAW, AS SET FORTH ON PLAT OF (7/2O9) PUGET COLONY HOMES UNDER RECORDING NUMBER 6390948. I gNy a 37 --NO EASEMENT-- ( 2 SUBJECT TO EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING UNDERGROUND ELECTRIC SYSTEM PER RECORDING NUMBER 640210, 01F SUBJECT TO EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS 7,9' �k; �1 ` i 6"F y 3 INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING �/f BZ DRAINAGE FACIUTES PER RECORDING NUMBER 9802261082. 35 12"F�7//y --SHOWN-- / (t ) o /ip 8° 4 SUBJECT TO RESERVATONS AND EXCEPTIONS CONTAINED IN THE DEED r i (8,551 S.F.) UNDER RECORDING NUMBER 78509.--NO EASEMENT-- Bd (9.869 S.F.) O.F VERTICAL DATUM CONVERSION NOTE \ 2 / 10'F THE ELEVATIONS SHOWN ON THIS SURVEY ARE 1.02' LOWER THAN THE PUGET COLONY ELEVATIONS SHOWN ON THE ENGINEERING PLANS FOR NE 1ST STREET SEWER 81F 121E °• I EXTENSION BY OFFS ENGINEERING DATED 05/23/2019. % HOMES 6,F o° WE FOUND 1/2" REBAR AND , �R\ 1� j I �' / P�°� 12T I CAP "DBP IN US 22962" .F / 0.6'NXO.7'W OF I PROPERTY COMM. ) ) 1 1 / ( F - (]/2019 12N88'S8'15"W 95.97' 6'8 I LJ 47 6'HNFNC 8.5'B C C� \NW FENCE CORNER 45 &CE CROSSES UNE `'� I 44 S-409004 nH'O\ IS 0.4Nx3.9'E O a2.30' EASTERLY OF \ FOUND 1/2' ROM AND CM PENCE INTERSECTION IS 48 PROPERTY CORNER. PROPERTY CORNER. "DNP PLS 2296Y. ON OSS OF PROPERTY UNE. FENCE ANOLE POINT IS PROPERTY LINE O.7W OF CAM ON PROPERTY LINE. FOUND 5/8' REBAR AND CAP \ (7/2019) 0.7'SxO.6'W OF PROPERTY CORNER. (7/2019) SW 1/4, NE 1/4, SEC. 15, TWP. 23N., RGE. SE., W.M. N I CITY OF RENTON, KING COUNTY, WASHINGTON REV* DESCRIPTION OF REVISION DATE BY T, 8 E www.axismap.wm /t; 4C 9t Pq SAPPHIRE HOMES TROY SCHMEIL IM2 ~„ INCURVEY JOB NO. DATE rC 19-137 08/06/19 #3 Survey & Mapping FOR DRAWN BY CHECKED BY IS241 NE BOTH ST s JM MTSE REDMOND, WA 98052 �,> ,p 30011 94 h c16T6s �9°� BELLEVUE, VIA 9 006 SAPPHIRE HOMES SCALE SHEET gs TELL 42 .823-5700 '9jcNa. LnWWW FAX 425.823-6J00 (( 19=20' 1 OF 1 Z O CO Z W X W Ir W W U) CIA OR (SEE DETAIL) i 4 �A RE SEVER �+` COVER BOTTOM VIEW COVER 8 FRAME PLAN VIEW M� 2S DLL.-.H [635nP1 l 1' S/4, [z5µ) (3) BLT SDC (ALLEX HEAD) P-u x Is SS DUBBER MASHER [19nn1 JIJ1. B 3/4• L 2 1/2• 122an) E64nm TYP COVER SECTION VIEW EON BOLTING DETAIL [641nn1 1 LIMA 1/6m1• [ 1]nN 1/4• (6nn) DW r [2)nn] r 2 EDPREXEEDPREXE LWSXE [ J. IN vie' a5 nT v/ 23 3/8' CIA CL )PEN 1s9494Nn3 GASKET GROOVE DETAIL 27 5/16' DIP ,ue,nn, NOTES: FRAME SEC 10N VIEW 1. ALL COVERS SHAM BE LOCKING LID PER EAST "DAN IRON WORKS INC. No. 3717C1 OR EQUAL Z USE FRAME AND COVER FOR BRAD (SPECIFY "GRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER J. PUBLIC WORKS @N. FLM -MOLE DEPAR'f16NT MANNOL! FRAM! AND COVETS DBC81®8R zone Not to SCUIe GVAABVAAA�AVOo����Cr NOTES 1. 5' NO a CLEAN -OUT RINGS AND COMERS ON S:xER MAINS SHALL BE EAST O MpAN IBM ROM$ INC. No. 0898 (PRODUCT NO. MMOM31 OR APPROLED EQUAL CIEµ GET SHALL BE A WATER ROUT ASSEMBLY. L IN UNIMPROVED µEA£ FOUR A I'-O" THICK. 2'-O' SQUARE CONCRETE MASS MD. AND µWHO ME RING µ0 (SHNR. PUBUCWORDS I 8" OR 6"CLEANOUT DEPARTMENT FOR SANITARY SEWER MAIN OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98055 PHONE: 425-260,3412 CONTACT: DARRELL OFFE, P.E. '`jam sRm MEAN I M EN uc ..-..-..-..-..-..-..-..- war DMHGM As XRGW) j (- " ONNEI WAXb NNRE 4' a SYhA C __ APE V, 4 r. 4• sTw MARGHc PWr FINISHED WOODI \g1REp AM TR x 6- RE F cAP , Um'.a1Rlf SFHED r UUMBASAV D I ED AROUND U ME PAIIND `W Ex1EUW 10 ME 1W OF M M. LHNNG tTW.I 1 � V WREAK (MANNER WIN CAST IRON RAN AD CONGA $41 BODYARAPPRON INN NWHS PRODUCT M IIIIRON TAX STALLAn9N) A ° I (RE PTO. A AANSSI SSIA i I _______________________r_•'F--�__- E EAYC MRcmEo MMI wmrtn we =MmBt an N nW (an BON) EM NW COMING MAWN rARr \3 6hAND SING `N 6'. 4 sac MAX e5M•u• wT BURNS r..• RFDMmH \.znm MAN as x 5' A vmRD MAV YIN - OUT W A NEW INC'TIV USIG'S1ROR0.BAw' ROOM COUPUNGS MMAO W .WR01ID EQUI I OORATE MAN - OUT Y A WOW P'F'Me HAW 1MNG-6A r FWIRE CO PUXCS (rtMW M WNOAD EWAU. C. PAR 6 CTW PW YN N NEW RE AWNG MOO CWPUX6 M BEE-OPLIA AM A WRAC SAME (W AIVRM4O GROUT O. MUM wax MAN - CORI INO MM A INNI Will ON IIFfiO.EO EW,a E. MANHOLE CU.WWMN - aA�5 TOY µNRa W z SHAM RE AT MUEACKNOCK-OUTS ME STRUCTURE WEECONE-pNXIDNo BG 2z_Mw aWR 4A RE HOROarr /E 6 MR SEWER v MAIN CONCRETE HUDOWING MOM XMI RUSE ROADW A A x.S OWNER AT PNXI THE w U-S AD ON9[ ¢[. SOMEiw_4R vWE UPWOR® THµ IS STANDARD SIDE SEWER Sro•°3 Pu6UC ROMSE DFPAgTMEM ARINT (SEWER MINSTALLATIONAIN 70 PROPERTY LINE( W (SEE NOTE 7) LIMITS OF PIPE ZONE oil BEDDING MATERIFORSSANITARY SEWEO.D. OF PIPE (SEE NOTE 5) FOUNDATION LE 6_ BEDDING FOR SANITARY SEWER PIPE NOTES I. PROWDE UNIFORM SUPPORT UNDER BARREL. 2 HAND TAMP UNDER HAUNCHES. 3. COMPACT BODING MATERIAL TO 9S MAX. DENSITY EXCEPT DIRECTLY OAR PIPE HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-011 OF ME STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(ily OF TIE STANDARD SPECIFICATIONS OR PEA CRAWL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTOR 3-09.4 OF TIE STANDARD SPECIFICATIONS. PueUCwoNNs ®sm.PLAx-MM DEPAg1MExr NITADDING FOR! ANTARY SEWERS W 4;1')'avi0F�� �FFSS O/NA��� 09/20/2 MANHOLE FANIE AND COMER 6' SEE $ID. PLAN 401 24�.. ADJUSTMENT RINGS (z' MIN.) 12" MAX SUE NOTE 6 MORTAR GOODS) (3/0" MIX.) BE NOR 5 CONE (EWmMIC) RUBBER GAMETED GENTS IN ACCORDANCE MTH ASIA C-443 •C STEPS - PaWRCPMILNE STEPS 6-1/2• SHALL BE INCLUDED 7• MIN. AA CONCRETE RISER BY PIPE INC.,L , OR APPROVED EQUAL 12" (TYP) HnDpER-PWmRDPnLTHE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 9-'E' S CONCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN S1Df. •TO BA T NOT SCALE' 'E' 46• MIN46" 6" MIR YMIN 24' MIN, 21' L. 54" MIN 54" 6" MIN. 5.5" MIN. 241' MIN. CEO I.D. 60" MH 60' 6" MIN. 8' MIN. 42' MIN. 30' I.D. HOME 1, STEPS M BE POLYPROPYLENE SAFETY STEPS, 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD. PLAN 401. C MANHOLE SECnMS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JONTS BETWEEN TIE WINE. RISEN RINGS. BMCXS AND CASTING SHALL BE GROUTED, G. ApVSTMENT OF ME CASTNG TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, DBMS AND MORTAR DEL)', BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. M I 7. SANITARY SEWER MANHOSASHAM HAVE IFNN INTERIOR SURFACE$ INCLUDING CHANNELING, BOATED (DIALECT AM A HIGH 5%U)S URETHANE COATING: WA55ER MC-MDSRELO OR APPROVED EQUAL: COLOR OF WATNG SHALL BE WHILE, B. RUBBER GASKETED PANTS SHALL BE IN CONFORMANCE WITH ASHM C-443. dµXEL HDPHT SHALL BE A MINIMUM OF 3/4 OF ME INSIDE DIAMETER OF ME LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MAN USING WIN ADAPTOR, KCR-N-SEAL BOUTS OR APPROVED EQUAL. 11 IN NAPPING) AREAS, MANHOLES SHALL EXTEND A MINIMUM OF W AND A MAMMON OF Ir ABOVE FINISHED MADE W MUST HAVE A MINIMUM 2DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVE) AREAS, COMER MUST SLOPE IN ALL DIRECTONS TO MATCH PAVING. 1 - SOOT �® PUBLIC WORKS STANDARD SANITARY MYNNOLE +R DEPARTMENT 98PTEYBER 20tl AXIS MAP SURVEYING RWOMEN.CWAl NO HoI AND. L. OFFE, P.E. 1 REVISED PER CITY COMMENTS DATED 09/11/2019 DLO 091919 KW DATUM F NOT ONE INOU NO. REVISION BY DATE APPR ANNfiW: GDR: NoOl LY SANITARY SEWER NOTES AND SPECIFICATIONS 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Deportment. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. 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. 4. 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 prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 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. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10, Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping 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 pipe shall be the some as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade In paved area, cover must slope in all directions to match paving. CITY OF ' RENTON Planning/Building/Public Works S-409006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TEWATER UTILITY Nathan Jandeln 09/30/2019 ®III Ann SFowler 09/30/2019 NE 1st STREET SEWER EXTENSION oe SAPPHIRE HOMES, INC. WASTEWATER DETAILS & NOTES Dept. 4912 NE 1st STREET RENTON, WASHINGTON u BOUNDARY & TOPOGRAPHIC SURVEY 0 C\I ' FOUND 1/2" REBAR AND CAP I "/SITE PUS 29538" 0.1'W OF PROPERTY CORNER. j0• ' (7/2018) EAST END FENCE IS LEGEND - OLD BFNC W. FENCE CROSSES LINE 1.VNXI,ZE. OF �l NEW BFNC E. 1029'E OF PROPERTY PROPERTY COMM. ® POWER STUB > IS O.YS OF PROPERTY UNE CORNER. CONCRETE PAMNG `I 98 0 POWER JUNCTION BOX S89'S8'15"E 80.38E © POWER VAULT Is + H {7 5.5'CLFNC - );j YARD LIGHT ASPHALT PAVING 0 ofFENCE CROSSES LINE 0.W'S r" �` a CABLE TV RISER GRAPHIC SCALE OR OF PROPERTY CNER. rn 0 ,g ( O SANITARY SEWER MANHOLE BUILDINGS ❑ CATCH BASIN ® STORM DRAIN MANHOLE 20 10 0 20 IO OP RENTON CIS ,� 8•FA 18"CY 10'W/ I GRAVEL SURFACE I I ". C CULVERT _ 1"=20' FIRE HYDRANT { I \,J \.J �1.,/ 12COT COTTONWOOD I I 8",8" NICV IRRIGATW CONTROL VALVE 12 CY CHERRY \ 2 12",14"M 91 WATER METER 12°D DECIDUOUSI I LAWN \ I WATER VALVE O DATUM/BASIS OF BEARINGS \ N o 12"FS FILBERT MAIL BOX HEIR A BEARING OF NORTH 8n2'19° WEST BETWEEN CITY OF RENTON �1� • BOLLARD 12"FR FRUIT CONTROL POINT 1851 & 1852. I , 81 / P '^- 6"GOT c=m ROOKERY 12'M MAPLE HORIZONTAL DATUM: NAD '83/'91 I CMU RETAINING WALL 12°W ALLOW \ , CYPRESS HEDGE 3 T I ORIGINATING BENCHMARK: CITY OF RENTON CONTROL POINT 1551. 19 FOUND MONUMENT IN CASE �y O FOUND REBAR AND CAP AS NOTED 7 �5129 MR VERTCAL DATUM: NAVD '88 10' DRAINAGE / N V ELEVATION: 398.55 It1 \ EASEMENT RED. ❑3 4.6E _ , ----D DITCH LINE \ \ NO. 9802261082 / -�', I SS SANITARY SEWER UNE TEMPORARY BENCHMARKS \ \ / 49M NE 1ST 5T GFE=3B8.9' _ I T,29 1 STORY WOOD - SD STORM DRAIN LINE TBM 'A' SET CHISELED 'X' ON TOP CENTER BONNET BOLT ON FIRE HYDRANT. FRAME AMSE 16tC0T E HOU)%' ', P POWER UNE \ / r , 1 eq�, R• T TELECOMMUNICATIONS LINE ELEVATION: 388.59 IN \ \ FFE 389.5 ° �; K ' L I'L 'I C CABLE LINE TBM 'B' SET CHISELED SQUARE ON SOUTHWEST CORNER OF CONCRETE FOR \\ \ \\ \ ' _ 8"M (13,186 SF.) I W WATER LINE POWER VAULT. ]'BFNC \ \ b 3 l A �i \ n ° 1�g 1' I CYPRESS HOW W WATER LINE -PER KING COUNTY WATER DISTRICT g90 ELEVATION: 386.05 2�! _ � LAB -. «�- WATER UNE-PER DOCUMENT PROVIDED BY CLIENT 't9 e , 4 X X-at- CHAIN UNK FENCE UNE (CLFNC) LEGAL DESCRIPTION \ It ` \ - ' / ) IL L 6',tYCY LOTS 30. 32, 34 AND 35, PUGET COLONY HOMES, ACCORDING TO THE PLAT j'(A1� WOOD FENCE LINE (BFNC) RECORDED IN VOLUME 86 OF PLATS, PAGE 59, IN KING COUNTY, FOUND 1/2" REBAR AND 11 W \ \ \ r/ LA, WIRE FENCE LINE (HWTNC) WASHINGTON. CAP TORE 37555". i M \ \ g r ' 44 CONCRETE CROSSES UNE L 11W1VV---��� :F 0.8E OF SITUATE IN THE COUNTY OF KING, STATE WASHINGTON. (7/2019) ( \ r 3 \ \ \ „ 1 44.71 & 15.90' NORTHERLY L I 32"GOT \ OF PROPERTY CORNER. )1 \ _ It\\ \ \ 'L ( FOUND 1/Y REBAR AND CAP I -- NOTES \ \ 1 l W ACK "PLS 2_ME 0.VNX0.1'E THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS ( \ \ \ \ • ;. �,,?.-_+' \ OF PROPERTY CORNER. _ ___ OF A SURVEY INDICATING ON E GE 31, L CO AND CAN ONLY 8E \ \ IN .&5 \ 5 (7/2019) _ --" TME�DERED A5 INDICATING THE GENERAL CONDITIONS EXISTING AT THAT It. 36" ADS IE M1.8@".10",12",12" \ \ 38" ADS IE 3B1J9 �E \ SE CORNER CONCRETE , \ mm 'B - \ 3 \ \ \ \ IS 1.7'WESTERLY OF t'I,. \ EL 386.05 _ UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE \ \ \ PROPERTY UNE GSMH 1 OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). O {/' 9"")�\ \ \ \\ 1 g" -- .da�3g5Z+ CULV 18"CPP IE 38451 NE L L \ WLV 18-CPP I_E 3%.3] SW'�� 8° PVC IERI379.231W; w W OFEEXIISSTNG UTLTESALL PRIOR RIFY THE TO CONSTRRUCTIONCT CATq{, ELEVATION AND SIZE m\,_l BEAN (�,``\J \ I 32 \ UWN V .D',\\ L+3g Rg ,1 - l- Wes,_. B" PVC IE 379.21E N8217."•W PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE (9,645 SF.)\ WyO 1 \ `\ %3. RS A Z} 1 -,W- �� F FIELD MEASURED UTLI2ING GLOBAL POSITONING SYSTEM (GIPS) SURVEY L \\\\\\fill« Y 1 \ 38"OPT 12"CWC 2• " �• `� \ Z TECHNIQUES USING LDCA G514 CPS GNSS EQUIPMENT EQUIPMENT. .y, 3 +'. \ , IE 385.38 ,y y4" R=n I _�W - - MONUMENT SS- pdNT MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING DIPS q S9, s\ \ "- -CULV 12"GONG ` Gm24 ��c6 7 - _,i- qd NOT FOUND SURVEY TECHNIQUES WERE TED INTO THE CONTROL POINTS UTUZING LEICA i r CULV 12"CONC IE 385.46 NE C W �� � 21T / _ O & 8� t \ \ \ 4' IF 38611 NW ^ 1° z �,�' 2j 05't- �� _ N89'S8'15"W 50.00E ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES S ELECTRIC _ _ N75. 55 ' _ - r _� AND DISTANCES THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY ❑2 E140.16 T RED. EASEMENT RE NO \ 'N'-¢ f WADS 332-130-080/090. R \ \ N0. \6404210 to E - p sa \ I \ \ j'N O' D6404210 �h + m, q 53_`+ram FWND PUNCH IN 1 5/8' BRASS �+ EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES. STRUCTURES, •'^ \\ I \\ \7 , jaF3o C �y6 dh% 1. V!' '� 043440 R=P00002 ` 48149E-MEWSNOT �31Y25�34 N83'294W. PIN IN 4°X4" CONCRETE O PAMNG, GRAVELED SURFACES, ETC.) MAY WING. THERE WNH THE DEEDED y,,}$ 481.00E-PLAT () BOUNDARY LINES AS OSHOWNHAVE W THIS NCIES G. THERE ARE AREAS ON THIS CTR 2 UNES o MONUMENT GOWN 0.4E IN CASE. SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED AT - J �L:T388.59 y O 0.5E WIDE (]/2019) BOUNDARY LINES AND CERTAIN EVIDENCE H WHE OWNER WHERE N89"45'21"W 99.35E , C , N V.25 a PURCIIPANCES EXIST AXIS RECOMMENDS THAT THE OWNER OR BEST _ \ N14'32'55"w fI 25 p.. Z-� PTERPRET HORS'JJLT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO 0 15.D0' L S INTERPRET DISPUTES. PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL NW CORNER CONCRETE I ° ,WLV WCONC IE 36.11 5 o f ST 4�, _ ----- G BOUNDARY DISPUTES WALKWAY IS 2.8'S OF I CONCRETE • y N � L 1 o p ryd i /� m �------- �j 2' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. PROPERTY LINE. I WALKWAY IS 1.1'S I - _ro a Ad s 1 iP ?dh V j w - _- i PROPERTY LINE. G �.-g366 )', ` - UNKNOWN UTILITY THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS CFES.1 NE CORNER CONC ETE t' (" c C- 5 38'J CULV 12°CPP IE 384.67 W PAINT MARKS FOR VERTICAL ACCURACY OF ONE HALF 14E CONTOUR INTERVAL. I I I IS 3.9E OF PROP TY t_ I COR ER SO _ - _ CULV 12bPP IE 385.14 E ® SCHEDULE B SPECIAL EXCEPTIONS I I - I I E _ EASEMENTS AND LEGAL OF ARE BASED ON THE ALTA COMMITMENT ( 49S NE 1ST ST I WLV 12"GON0 IE 585.]J N `` \\�• _ G �p•L4•F _-_- TYPE II BY WICAGO TTP INSURANCE COMPANY, ORDER NO. 0156457-ETD, DATED 1 STORY WOOD ) ` \ /- �"°' RIM 386.71 JULY 30. 2019. AT 8:00 A.M. I I FRAME HOUSE I I LAWN 31�"F- 0 pdY'�RT4.9t 8"F 36" ADS IE 380.29 N I 1 �. 1. \ 1 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, I ( I tI 14"F� M. ADS IE 380.21 W I RESERVATIONS, EASEMENTS EASEMENT PROVISIONS, DEDICATONS, I C �q RIM 1154 36" ADS IF 380.28E BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, \ i �j "M _ RIM 386.28 8".8 IF ANY, BUT OMITRNG ANY COVENANTS OR RESTRICTIONS, IF ANY, I FFES39S9' ill '•TO• _ 10"F I 36" ADS IF 380.63 NW INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE. COLOR, 5' ELECTRIC I F EASEMENT REC. 36" ADS IE 380.83E 8• I RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL I / "F STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY,OR NO. 6404210 14SOURCE INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL I I f 1 FOUND PUNCH IN 3/8" PIN IN Z a I LAWS, EXCEPT FEDERAL TO THE EXTENT THAT SAID COVENANT OR RESTRICTION { CONCRETE MONUMENT IN CASE. TR. IS. PERMITTED BY APPLICABLE LAW, AS SET FORTH ON PLAT OF (7/2O9) PUGET COLONY HOMES UNDER RECORDING NUMBER 6390948. I gv a 37 --NO EASEMENT__ 2 SUBJECT TO EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING UNDERGROUND ELECTRIC SYSTEM PER RECORDING NUMBER 640210, O� SUBJECT TO EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS 7,9E �k; 1I ` i 6"F y 3 INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT REGARDING �/f OZ DRAINAGE FACIUTES PER RECORDING NUMBER 9802261082. 85 12"F�7//�\ __SHOWN__ o /ip 8° 4 SUBJECT TO RESERVATONS AND EXCEPTIONS CONTAINED IN THE DEED r i (8,551 S.F.) UNDER RECORDING NUMBER 78509.--NO EASEMENT-- Bd (9.869 S.F.) O.F VERTICAL DA11JM CONVERSION NOTE \ 2 / 10"F THE ELEVATIONS SHOWN ON THIS SURVEY ARE 1.02' LOWER THAN THE PUGET COLONY ELEVATIONS SHOWN ON THE ENGINEERING PLANS FOR NE 1ST STREET SEWER 8Y 1 12"F °• I EXTENSION BY OFFS ENGINEERING DATED 05/23/2019. % HOMES 6,F 0° 140F FOUND 1/2" REBAR AND , "` 1� j I �' 22.F IIIP0'� 12i I CAP "DBP IN US 962" / 0.6'NXO.7'W OF I PROPERTY COMM. ) 1 1 . / ( F - (]/2019 121189'58'15"W 95.97E It 6'8 I 47 8'HWFNC 6.5'B C 45 C� \NIT FENCE CORNER &CE DROSSES LINE n4'O\ 45 IS 0.4'Nx3.9'E OF a2.30' EASTERLY OF \ FOUND 1/2" ROM AND CM FENCE INTERSECTW 15 48 PROPERTY COMM. PROPERTY CORNER. "GNP PUS 2298Y. ON OSS OF PROPERTY UNE. FENCE ANGLE PgNT IS S-409008 PROPERTY UNE OYW OF CALL. ON PROPERTY LINE. I FOUND 5/8' REBAR AND CAP \ (7/2019) 0.7'SxO.6'W OF PROPERTY CORNER. (7/2019) SW 1/4, NE 1/4, SEC. 15, TWP. 23N., RGE. SE., W.M. N I CITY OF RENTON, KING COUNTY, WASHINGTON REV* DESCRIPTION OF REVISION DATE BY T, 8 E wwW.axismap.mm /1 Ax1 s 4C 9t Pq r INCTROY SCHMEIL IM2 ~„ SAPPHIRE HOMES SURVEY JOB NO. DATE 19-137 08/06/19 #3 Survey & Mapping FOR DRAWN BY CHECKED BY IS241 NE BOTH ST s JM MT5E REDMOND, WA 98052 �,> ,p 30011 94 h c1e The �9°� BELLEVUE, WA 9 006 SAPPHIRE HOMES SCALE SHEET gs TEL. 42 .823-5700 s76NMM I c lc iin,a :___e.o, z-, rzn FA%425.823-6J00 (( 1"=20' 1 OF 1 Z O U) Z w X MW LL W /W V! VAMPS AS MEN I SHE NNE p G 5>MLUi AFTER BACKRLL FDEPTH OF EXISTING PAVEMENT 2 - B EWE OF PAKA Ni EDGE (SEE NO E E) BE CURB h GUTTER,OR MIN H CENTER OF LANE MARKING z - LIMA (SEE NOTE 2) CRUSHED SURFACED TOP COURSE (BULL (s 0391 PER WsmT STMLnRD pAMUT AND KNOW ��FUOONS CONDUCTED TO 95S R OURS SEAL Mm EDIFIED PROCTER AR AWWW BANKFORRUN GRAVEL FTRENCHSACKFUL SACKF (9-01,19). GRA£L SORROW (9-03. PNN) PER MO OT STANDARD SPECIFICATIONS OR NATIVE MAMMAL F APPROCED IN WRIDNC BY ENGINEER 9 MOM OF TRENCH AS REQUIRED BY SS OF 5SCAN GEDTECX REPORT. CCNP4LIED i0 PROPOSED IMPROVEMENT (SEE MOOT 0 . cOFIED PROCTM. STANDARD SPECIFICATION 2-09.4) PLUS AN IRE ZONE BEDONO MATERIAL ROD COMPACTION AS E FEAR ANY SH9 NG MCDOW, IF REQURED BY E T STANDARD SPECIFICATIONS NEMEC".SHALL MEET THE RLUMMOST CF FOR FEE TYPE OF IMPROVEMEN- INSTALLED. PLAN EKRPr MERGE STANDARD $PfCRUTON -pE3Ne _ OR SIDRM D WATER PIK. PEp FOR SANITARY SEMFRE PER SOL LAN 220. FRENCH MODEL • FEAR JOINT UTILITY NCH. SAND MR SSINGSA0 SIEVE ANDLESSTHAN 5% PASSING A t20o X0ms'. I WHEN EXIISTNG PAVEMENT IN A LANE REQUIRING A FULL NDIH REPLACEMENT IS BRCNEN OR LETEPIOR.NTEO TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EARNINGS PAVEMENT IN THAT LANE, AND FOR THAT DSTANCE 30 CLASSIFIED, SIwLL AS ROADVED AND REPLACED *-IT HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR FEE BERM PER CITY STANDARD, MIICFEVER R GREATER. 2 PRIMP [ MI CRL/f'G2PG TOi Rx DAAxpMATCHIEN9nN0 THICKNESS STREETS - MATERIAL AND THICKNESS AND IN W USE LESS THAN G pASDENTA- ACCESS SERUM - X Po Tf DUEM CL IF 4- f THICKNESS SHALL BE AT OF THE EXISTING VEMENI SECTOR AND IN NO CASE LESS FEAR 4'. 3. NHEN THE LCARCUT AFTER BACxNLL' ENCROACHESINTO AN ADJACENT LINE, OUR TER CR SHOULDER, DUE AFFECTED IMOE SHALL BEPLANEDNA FELL W ME CURB AN SULFUR SHALL BE REMOVED AMC REDUCED, ON SHOJLDER STALL IH BE PLANED IF REMOVED AND DxRLaD WEER LIMA. M 4, X TRIMMED TEMPI EXTENDED SOEWAIX NO/OR CURES. THEN THE SOENALK AND/OR MRS SHALL BE REPLACED FROM EXPANSION JOINT i0 EXPANSION HINT.. S IF BENCHING INROUGH EASTITG DRIVEWAY R SILEWAIX RAMP, THE DRIVEWAY OR MIWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPKAL I NOIWDINILL PATCH 110.1 O KNEES wows FOR FLO PAVEMENT OR OEPARTVCNT RIOIO ►AVEMEMTWITN OVERMY ) NEW 6EET ME ACrcIA RMEND OF "DOT SAW Oil SMALL M MORAL AM IN STRAIGHT USES -M-4-ITEAl NEEDS MOW voSPEROns xaWltl61 AM F>K v 6 MN. sv cr rvFucNit IMF Sim OF m�c, wwl l9�],WA Wol1 etaHES PREPARING) ED wFACMa AN TON SON taN MAIMICA If AERFARNAM IN AMONG By �� DBMS ON WOMEN FRONT. TANI PC MAN RULE CEMENT CONCRETE PANEL WPLACEMEM: I. PAYS CONCRETE SURFACE STREETS. HE _ RJ. DIM HINRNENT gESTRADCN SHALL BE FULL PANEL STANDARD BAUD wA-m1 REPLACEMENT. IF RE OR MORE OF THE FOLLOWING CONDITIONS EXIST: am MCI ALL N�CEMS KING ME PEAVEL �b III ago FIETURN EXAM I EST CAREER 'FARGO A�ALS AND ALL ESSEX N NO I ADS KNOWN MARTIN MAY STANDARD SPEORCUUM 9.076 SABA WALL AN AM US M�S RAN ME LEW, THAN 2 BASIS ANN III ON WA� ROAMS So REPL�7 NAME MORAL RARE SURE A IN OEM iT rapREACH Runcn PUNnc�ma D IS LEAR TEM AT AS INCREASE ALASKA WIN CHAOS AM ASPHALT O PURLIC ACRES TYPIOAL PATOM lOR RIGID PAVEMEtlTWN ITOYT AIPNALT SN. PYH - IIIC \PI'RU F,n DCPARTMP,H'1' CONCRETE OVERLAY IQ- - A: � MIN IN THE CLEANEVENT TMY Me PATCH SLAUT m CAMEROON ME FEET IF TIE EDGE HE ME PATCH MCI I Ill I .I t FOR ME NEW LEARNED AM MY ELEMENTAL PATCH MARC AMIN 10 FEET AN THE MAE ON ME SECOND PAPUA ADD 50 d AN i0 a REAL OF m ,FEU. 11 FACE OF P.xnrvl H Y1 � T� R 1RNHGMAKER I �a� 7 ' ONE AN THE LINE x Toe xu AS Li NET �Nxr6x .•^Ai I m[MxnxcMOVEMENT N ON N OR �— [F.wlr'ONE i [I41D x,x 2 e AN F $ Iwrz a) FF- DINNER WEAKEN LEAR 3 NNRO�u \T0.�I0.I GA SS COMPACTED 1p 9MALAY 5%* *CLEAR (SHERACT MaM� X l C�NI CREOLE MS_IA DUN A. CLURCHING OON PER NASA AN GERMAN REPORT. �AC�D TO 95X MOOKED PLASE AN Ira1a(SO SPECIMEN MMCR ANNE: EAGER OR ISRAEL 52wINYT WING ANT NIO PROPOSED � _ , RRMn AN �Na I. `�) IIHc uamx 91E �NHD.wU NEEDED, WA41 MET ME rAXMaD SPENE.GADOR ; e9.3HO ,Kea xVm ^'n 11aI. FOR MOMS ONE STANDARD RAN 1101 O`BENEFICIAL TRCNSVERM POTION MR @TO'PYX-LAD P1:BLIC WORKS E IRLE PAVEMENTI RIGID 'PR SV. DEPARTMENT FLPAVEMENT WITH OVERYY /1 F Tf LANE LATE I 1 I 1 I 1 ( I I Y DEEP SAWFUT OR GRIND AMR 1FULL 1 I Hill X REAL OVISMAY GRIND ADD PAW 5TRrtt WOOL MONDAY REQUIRED I 1 / I 1 / I / 11 I /Ir j II/ I � 1 I P l f / EDGE ON ry51N6 PARALLEL J R Eq£ A AAVEu[ LAME (EWE A ED) i I /t VANNES YOU MN WENE L I AVU E W USE I OVERLAY FAVGERMORS UFA ORS NEW DMMI ATION / REASONS' FIELD DISTANT MACOT FDA I PROPOSER TOH MN METAL 2' DEEP PARENT OR SEVEN AND LED OF FINAL OVERNAW MIND AMID RAW ILL OFFSET NOM OVERLAY REQUIDED T HAH ELPS FEE PAR 1101 AND n11EWIR®L1rFC11TIOMND 81D. PGR - 110.P PUBLIC wORxsNN AMO HEM.'SIT. 08PARTNFT Oy[gAy MRL WTUDINRLTRRNCMEB (D. ... OFFE ENGINEERS ��y L •aF� qY. A kw,o a 13932 SOUTHEAST 159TH PLACE -� RENTON, WASHINGTON 98W C. ]46D PHONE: ¢25_260-3412 vi•?�ci pE-B•.0 1 REVISED PER CITY COMMENTS CONTACT. DARRELL OFFE, P.E. ed'S(pR01AE� 09/20/2019 No. REVISION 7_ 6 IN DIAMETER PIPE �o AN AT R 1W IN FE 2OPEC 5" 644 RED MAY EGA no MAN DEC EDGE 764 760 GME PC SEE) a" No Wo ANN SOM RON FEEL NO 792 Me WO goo INVER MIT PLO MAN AGO BOB To FINDS) :wSOS we WAR ZERO Am PREF FAA E 6 qw LL OWAY 63 10 NEO Fog J0 W AO F-o IN, DRUCTER PIPE 0 160 2W 316 BAD 476 jl� 632 1 ON ING) EC 020 1W 0 Soo J0 SEW 6 IN, Do ONE PIPE $ MANOR� R 1W LEE W4OGR 1172 1144 1116 RED E 250 S eD PROCEDURE RUDER �Rl� LEE PIPE TO 4 0 P A I C PRE SENT MEET A MINIMUM MR AN AD RUMORED M STABINZE ONE ��E WHOM NO DODGE BY PRESSUFACE If THERE IS A LOCK � NOT BE LESS TOM ME WAS PUBLIC VOBNS AIR TEST TABLE 9,cxx AWVE M. PIAM — 410 •� OSFAFTYENrE ( LOW PRESSURE ) FOR SANITARY SEWERS MARCH 2008 RJOOE 0 50 150 Lp 250 J50 100 0.50 SCO 'CO 40 520 408PI2B04 M2 D]ADmeiuzloseeose4swsx9zA11009929]fi994852840Ip2110404 WN� 9B9 9]6 964 95z DwMBIPI aY. D: l PEN 5ED FRAME AND OOVE2 R ARE AMIDMOR 4R RINGS ND MORTAR JOINTB� SEE NOTE ] A- AID TO TOR - A CONCENTRIC CHOSEN t RJECELH^< �" WHOLE MINE A IN J • •A ' A • e•.l 6 NW. I P �xB•� (-PORED-IN-P4CE OR CAST BN4 OTF CASTING SHELL BE E Sro. A J2 TOM EEATSN TO BE OF REINFORCED EFECIAT CONCRETE } p T E OF THE TRADING 'RATE . _ BE PER ETD CB A TELSEEMED M OLE L E L - CR U E NUALD N. CHAJVEL (EEALEC) AlN P. L -T ANE f ]SEE AC IE D D C 0 FD EO LOB C 0. SHALL BE E. F NEC L31 M D_ FN6 D FIFTY EDF SCIL B.VO'S R If TYPE E] PL - -II',ll PL' E HE GNAD- CR A T RAVE A FIGURING 2 J F _ER CONCTETC PIPE' UREE = IN TRODAREA'. WrR MOST SCPE ry Al DIRECTIONS ID MA -AI FRONT. SN.91N1.4o0.3 j P DEPARTMENT SANITARY MANHOLE 9/u/z029 z VA27 MR, DEPARTMENT EXNtA SHALLOW Cx� AXIS MAP SURVEYING RG Ixn leu/IXe1 f OFFE, PE. 10 MDATEAPPR DATUM ROM I F Holl ONE INCH BY w1EA N6n CITY OF ' RENTON Planning/Building/Public Works Dept. S-409007 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WASTEWATER Nathan Janders 09/30/2019 ®I I Ann Fowler T09/30/2019 NE 1st STREET SEWER EXTENSION 0e/20/201 SAPPHIRE HOMES, INC. WASTEWATER DETAILS &NOTES NIA. 4912 NE 1st STREET RENTON, WASHINGTON �T3 AN 4 N P` LO O T