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HomeMy WebLinkAboutzS-4128Set00OC) CO N N N IE 12"CONC.:95.13 O I g rT�-�1 I/ I IE 12"COrvC.:94.66 Q N N W MI O I I III 1 IS 12"CONC.:94.85 PARCEL# 3023059031 a 5 _t�0 20 \� O I 8 I 1HNI LI E NNE OF THE SWiH 1/2 OF THE i Li aT I IS 12'ADS:94.45 SW1H 1/2 OF R1E NE 1/4 d' THE SE 1/4 $TA 12+J1.8/ WSTALL N I- srA:fo+I4.Jo, 1z.6] LT 1 �I I SEC. 3o-1J-D5 ce R w/salD Lro SCALE 1" = 20' 1-8'X6• TEE (R) Reh8SJB I EK 510+ /1 STA: 12+81.01. A91 Li WV9A45 18' (5) I I I dI STA ADJUST TO 8, MAX14 1-a• ADAPTOR (MJ) RALWvmt s.6 D I I E SSMH ro DE 9514 1-6' GATE VALVE BLM) INV=129.60 18• (E) { Uri' FWINIG SSMH 668-I RIM.99.83 1-fTIDRANT ASSEMBLY O I INV=129.60 18' (W) I CONNECdw IE 8"PVC E 92.23 12%ONC STA 11+90.09 15' SEWER EASEMENT PER 'SB1 PEN' L. INV: 1R 'p 5 /g) SURVEY LEGEND O I II IE 8"PVC E9223 IE=121.6J RECMMI. N0. 9612191465 1-8 x6' VFRBCAL CRO55 30 L°ivER EASE/AENT IE 18AD5:94.48 BEGIN TAPpt 10 II II 1 SM 10+35.04 IE B"PVC S: 92,03 M. FOR PoLYPIG STATION REC, N0, 9612191465 TRAiFIC SIGN 111E 18' d O TIE, 102.00 IX' STORM AND G� SECIKIN IX S$MH /z aLINO RANGE O 8.92E I B N ANAL LINE iAC�MOMNTERm siA 12+1A16, tx 5' RT THRUST BLOCK ROWER ROLE N STA 13+50.00 END h STA 10+I1.00 Cr LTOT -I - - - I'I i III D ONByDRNE7TAY afi (r7P) ADJUST M WADE 12,E J EX. CB RIM:143.19 20' NAMMERNFAO 1 EX. SSMH 668-2 RIM, 128.1 STA 12+J]AG 9.59' LT ERS STA10+51J8, I.53Li IE 8"PVC E110.9} 1-1• DOIIESIIC WATER IS 18"ADS EIM 79 SECTION pd VIV WATER VANE IXISTING WATENAWN 1 - - - - 12'CONC. STRl4CE IS 18"ADS W 139 69 BEGIN 12' GRAVEL D WATER METER SEE DETAIL BELOW 1 dV9S10 Ia' (FJ �_T1Tp}- IF WPVLW:11➢.IJ R(yQIT�_ ACCESS SECTION_ J W1.1 15' UTILITY EASEMENT FIRE HYDRANT ADNEX 1D GRADE 87 42 - REC. No. 9612200370 E%. SOMH RIM:#] 42 - - - - - - 1- - - - - - lB ®GV GAS VALVE IE 12 ADS N:93.62 I" I 1 I I I. I I D BW 120.00 TV 13400 1 I I L _ _ TW 14L31 TW 15000 / STA: 13+6486 $TA:f3+]4.9; 6.21LT IS 18"ADS E: 93.62 ' fr I I I- - - I - - I - - - 9wIi1800 - e W 136.00 BW 14A00 " "/ " 1W-152150 RBU 148 ]0 I OD STORM DRAM MANHOLE IE 18'A05 5:93.42 - 1W 540 TW OD T}Tly BS \ M 12834 \ \ \ TW 144.J1 \ ilY 14BJ2 / ENO W ❑ CATCH 8451N I 1 ew 144.0 ew mi.`e \ '� nazs� ^ \ \ 136 00 \ \ ew 15z Ixl _8 BW 1�A0 16.00 = J l� Bw 124 °x°"��x Pt-ax y W �� o W 140.00 \ 1 \ I /'{ J / om ' _ a 14B.00 5 SANITARY SEWER MANHOLE GATE VALVES REMOVED - - \ OIF OH O PER WATER L� DEPARTMENT. WET TAP 51 \ \ - FIR TREE (� REQUIRED. 9+ \ 1 1 - m p _ m T m SEE SHEET 6 PER STA 10+21B2 m/ e �NIWUAiI(N! o COTTONWOOD 1REE O BEGIN 16' LOT 2 -\ Is '� 4°=i 1:fl i 4 \ m 5 F 'J F `a A 1 / `� -\\ �� a.'. \\ �s / / s / �_ ALDER TREE Y #W.080� I- \ \ \ry s / ms \ws- / ws5 nSEn-^cn5,-(Ln -^s�ws ws/-.._ws� x- /ws-us- {r+j AMPLE TREE 12 OF 1B• d e I I - , 1- \ \.. \- \ �tii 8„ \ \ \ \ I \ _ \ \\� \ / \ \ \ CEDAR TREE 371E 1810 � 5 I Q \ � �\\J'� \ \\ \ \ \ \ Tw t4%Sl \ \ �$TA f4+J200 J 4.1)l - / \ I \ \ ` \ £� \ \ \ Bw 140.00\ \ STA`I3{42.95 \ \ \ EIN) 12' \ \ \ \ \ \ \ \ \ \ \ \ \ -\ \ \ \ \ TW 144 5O- \ \ p � ACCE / TREE (UNSPECIFIED) w STR10+1&81, IaM RT 9 \ I g 2 5 LiSb \ I dLVN W/ I \ \\ 1 \ \ - 18"III 3942\\\ \ `ENITULL \\ \ BURS SECR(M \/ z R6B9ao] 1 I I \ I\ '^ 1 \ 1e`Ls \ \ \\ \ w�13B06" \ \ \ \ \ Q BIV=8121 12• (E) - •wLT � -a STA / 6415 1 SrA 12+20.00 \ \ \ \ `, - - \ - \ \ \ \ \ \ \ \ \ \ \ \ / \ PINE TREE INV 9286 IB' (N) - I T� 1 tl. \ \ \ "' \ \ \ \ JX12" ,\ \ J -,. \, / RIM aes s.2R 1o.]e Rr 9og3 20 I \ .. \ \ \ I 1 Il ym \ \ '� ST�a3.02 \, \ \ „ \ \ DITCHUNE I \ E 96.5 (E) I SEC110N A /T+3 . \ y \ w J,5 LF 12' d O - . I\. \ IE 94.s (W) \ \ J LF 1Y PUt♦' PIPE \ I 1• TER Af \ 9. w E \ \ \ \ \ 1 1 3.69E Y�qC+' I O T6.61F \ A V8+88. \ M wALL \ \ \ \ II SEE DETAIL SHEET 8 \ \ I ) PER SID PIO.5 \ 1 \ \ \ \ 1 / PRV PER STD J40.5 \ \ \ (OESI BY DINERS) / \ 1 \ P-OVERHEAD POWER W I I E4 i I I I / I \\ Lbw\t OQo % 2 D> ,6. y/ / / / / \ S 1 mac A D PRIVATE TR1CTAL I Iq I 1 / ST 12N].00 I __5 / // 1l NM/ / // / / 1 AREA iRk,CT \ SEWER U l l I a PARCEL#3023059041 I J2'FROAI ( 1W AIJ28U,•�`-/II -STORM DRAN gBIOLI I 13Sm / // // I I ! TM itEUPE OF sz.831) sF 1 -GAS O 130 / / / Sra zo+aaos f}tr�, ,/ / / �\ \ rNov,vr I FBI GROWTH -W I' V 6 QI E/�135. -WATER SET ds / / / Jl sD ftFANae I I / B� NW BOUNDARY I� I 1 / /I 7 >� / \ I I �-Q / / I / I / �1D- / v� 1CL I Wb/ 6 ///// / / I / H I / 2 / / mAMANE AFISAS PIPE CROSSING TABLE 6 / I/ / I l I / Q \ / \ am 891.93 6" 10" / / / / l I l l I 10/ 1CU2 10- - \� v I 1 12' SO BP 9d86 3.1 MAX. (IYP) / / / / / I / If Q / 12°ALDEq `A- 12. 6.. / / / / / / / I I / / / i i f/�� I Imo' T 8' W 7P 91.93 I I I to" / lI / l l I / / /1n° �8'SS Be 9280 I RETAINING WALL LE 1.25 HEIGHT OTHERS (CUTICLE B 1 f 1 / / / l T 2 / l l l l a °\ / / A � 8' SO BPam W 7P 2122.25 INDICATED ON PLANS) 2_7- I ) / / 4 197 SF 110' / / I I 1 / / 2` `X_ 1 \ 8' SS 7P 114.01 vvv 14'MAPLE I ( / / / / / I I 1 V I \ 6' W BP 119.35 I--- -� --1-----1---�-_ \ 5 B'ss 7P s2sa 6CRUSHED SURFACE --- 12" l- I / � \ \ \ I 12' SD BP 94.02 " � 1 I - TOP cOORS C-C GRAVEL ACCESS SECTION COMPACTED - - \ I I I \ 24" \ \\ \ 5 s . \ - O 8' SS 7P 994.8 COMPACTED Q I /16" 1 1 6 \ \ 1TH F BP 94. AROUND I I xrs 10°PInE '-�. IT't�5��630". I \ \ \ I � 145 \ \ \I I *ADD CROSSING 2,WHCH I I \ HAS LESS 714AN 1' EMI TM PRI \\ \L SEPARA77ON P/L I I 30, 1 A/C 1 I I I \` \\/V o OW) \ \ 8 8 SEE STRUCTURAL 140PfIOPOSED 0 140 u =� + n RETAINING WALL - -- - - - \ + FoDESIGN BY OTHERS 11 MAY. (iYP) - It (CUT/FILL HEIGHT 3.1 MAX. (TYR) 5EE STRUCTURAL VARIES AS INDICATED 16 RETAINING WALL 311 MAX. (W)on PLANS) (20' AT TURNAROUND)) DESIGN BY OTHERS \H.20' y - �` p `\ (CUT/FILL HEIGHT 135 \ \ 0 IJR „J - [� 12U 01 "WHMOr Rl U. 12• MAIN 1� il% VARIES ASINDICATED DPIANS) \ 'S'WIICKENEO EDGE 3:1 MAX. (IYP) SEE STNGCWALL IN 412801 SI aLA FORCES PER COR DESIGN B WALL 2__� S SAD PLAN 300.] DESIGN By OTHERS \ \ R p I-31"x8"TAPPING TEE (hUxFQ Am HOMIXEDT (CUT/FILL HEIGHT \ I\-412U05 ASPHALT VARIES AS INDICATED \ / $ rr X LOCATION ON PLANS) 4" HOT MIXED 130 130 Z E SOUSED B" ASPHALT ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1_8' GATE VkW (ELVNUf WATER LINE NOTE: 6" CRUSHED SURFACE _ • Q INRIISi BLOC( COMPACTED AT STA20+201 DRIVEWAY 6" CRUSHED SURFACE TOP COURSE J TOP COURSE SUBGRADE WILL WIDEN TO 20' B-B HAMMERHEAD SEGTIO COMPACTED , DEVELOPMENT ENGINEERING su6crrADE e O WATER UTILITY O WATER CONNECTION DETAIL OF EXIS. LOCATION EWE AS - - msippo 10/14/2020 agafour 10/15/2020 W urs APPROX LOCATION OF EXISDNC SEWER SEE STRUCTURAL PROPOSED I6" LINE (VARIES) RETAINING WALL 125 STORM GRAIN LINE q-q LOT 2 DRIVEWAY DESIGN BYOTHERS 19+80 20+00 21+00 21+25 w (CUT/FILL HEIGHT HAMMERHEAD Know What's i)eloW. SURFACE WATER UTILITY O = VARIES AS INDCATED ON RUMS) HORIZ. 1"=20' Li y� c ^ _ Call before you dig. jfarah 10/15/2021 Encompass L�1 ��Dp �E VERT. 1' s Y 9 ENGINEERING & SURVEYING ✓ ��rw TE sDM SUMEYED m"` 1"-20' xa w'NA)I&Kolsaa �09/02/2020 CITY OF Western Washington Division 5 x@ B8 -A\ p CIyER)E LANE °°®4"'N/A $ 165 HE Juniper Street, Suite 201 •Issaquah, WA 98027 •Phone: (425) 392-0250 •Fax. \ E N TO N NIA (425) 391-3055 "� 69sY4 _ T� pATUMMENINNG NO Eastern Washington Division �@81yF6�\ 'v 1. RENSED PER CITY COMMENTS EDM 09/02/20 HEM Rm Edl � Panning/Building/Public Works Dept, GRADING, DRAINAGE AND UTILITY PLAN (WEST) IF NOT ONE INN 20521 407 Swiftwater Blvd. • She Elum, WA 98922 •Phone: (509) 6]4-]433 •Fax: TONAL ' NO. REVISION BY DATE APPR lemm,m' g"O "S0M"0L (509) 674-7419 09/02/2020 NEM 5 �13 Cc N CNN 00 N CN N N CN S S C W U PARCEL# 3023059071 30ROADWAY EASEMENT NO. TJ03250226 ED S. END T R12" ADS I IE=158.18 +.mom-4 SEE FOR 5 s FOR CWTM/ATON / PARCEL# 3023059022 / 5W WETLAND 1 I BUFFER \ Ex. CB RIM: 166.52 IE 18'ADS E161.J2 1 1 \ IF 18"ADS W:161.6J EN. CRIM:169,88 IE 1E1fi5.63 \ / I\ 18, APS W\I:1fi5.58 \4a — s-1 — s— 1, rt-rsi'eD I_ — —k s— \. — T7+00S�— ems, F— ws ws Jws ws— —! 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LOCATION OF IE \\ IX 1' WATER MEIERI IE 1 SrA I8+I8.00 AND 5'ERMCE \ SEWER SERVICE JJJ' FROM lIOW11SIRFiIV MI / I I ' / 1 I 6/ 1 1 1 W �lpMESTC WATER L �ERWCE BV CITY FORCES I }' WATER METER P& PARC L# 302305�108 EOCEOFSP•BJO St,RAM M SOS Sig NATIVE" Bsom ( 1 RETENTION AREA / BUFIFER—\ 1 TRACT A l PRIVATE CRIPCAL BUFFER PROVIDES i`�ULL DISPERSION FOR I / A63951 SF REA T II I IUWN AREA ON LOT 1 I I 1 I WETLAND A CATEGORY IV I I R_�__(__—_— —_ _�____�_' 52.BJ0 SF I I' • I' •",rC` "• •.••" ,r••••' %/•• \ \ \ i• " 'I it E%. SDMH RIM:18J.W IS 12"ADS S'. 171.33 IE 12"ADS W:171.23 FC=18Z51 D�18].JB RIM:18J.05 � \ 75' \ \ BUFFER SDM I MEENNEV eiz NKoI991 88 TIN DATUM 1. REWSED PER CITY COMMENTS FEW 09102120 HEM xm A7 NI EOM IF NOT ONE INN NO. REVISION BY DATE APPR NEM ENUE.ccare.av i IX SUYLVAII( ENDS AT GRADE WITH ASFHA ROV) IX EIEV- 18z`NF SSMH 668-4 RIM: 187.56 IF #'PVC Ea 72,96 IF 8"PVC W:172.76 COWCREIE MARU IE IX. / SNIEIMU(/CVRI? / IX ELEV. 187.M PROPoSED SIDEWAtX iROSS SLOPE tk=wll w �s �s s a R-66.88' MA lro e-19T4'18' EJOSlMC PROPOSED DRrvnwr (Br mxgls) FG=18J.3] Y 5X RMP O ].ISF MATGx ro R=sees' o,5 7INO DRwE»Wr IL=M7X FW,B].0a &Co75Y '5 R.-IM.56 (MATCH IX) IX R-186.45 S 34TH PL MICH ro U. 4.s' WIDE CONCRETE SIDEMOILK/CURP / I 50, NOTCH BOARD FULL DISPERSION TRETCH To BE CONSTRUCTED UNOFR FUTURE wfnwuAL LOT SARDWc PERMT • e Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. D 0 5 10 20 SCALE 1" = 20' SURVEYLEGEND %y TRAFFIC SIGN TI POWER POI£ p w WATER VALVE 0M WATER METER tr FIRE HYDRANT OGV GAS VALVE (DD STORM DRAIN MANHOLE CATCH BASIN Q6 SANITARY SEWER MANHOLE FIR BEE ® COTTONWOOD BEE ALDER BEE MAPLE BEE CEDAR BEE BEE (UNSPECIFIED) PINE TREE _....... 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ENp COPPERHOLTER FISH I' MEMO FINE TLPERED FIRESTONE (CC) OWN UNIT WASOME p MSLLIA 1 QUnA ABNt d/4' EBIWI-}O) M AY EMONUID 47MB BO M WICK MXNT P IALLVE (i mlm 4-0) W Av MOTW.x➢ 471 AND YNOI£ OMEN vkYECONO ETL M µL F17INGSAWMLV BEWORTWICK ANT, NOTE: L vETER OARS INSTALLED WEN IXMENCE Mxsd ORryEWAYS WAL. E ER [1TO FMNDA M Tz UCH HE INS IMUM ON BOm TOES BOX A—' LATE T pa KNEES FOR AMR (AUD IATC READ) TwwREAO D[n[E -L AMID FRONT.OLSON OFEPIT RESTLIDrT RE Y qe ILL -JIFF NOTE THE CENTER OF [ UNLESS MEET K AT 1FASI 1' FAOAI THE UNDERNEATH N AGAINST THEEWLN SEE OF MORE THAN WE ROD PUBLIC WORKS AR AND 1" WATER SERVICE �PIAN - 920.1 DEPARTMENT Encompass ENGINEERING &SURVEYING Western Washington Division 165 ONE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax. (425) 391-3055 Eastern Washington Division 407 Swiftwater Blvd. • CIA Elum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 3 TT MIN. OLIVER (10-INCH DUMETER AND UNDER) 4 R INTO COVER (12-INCH pnMETER AND (MFA) NEW WATER MAIN PDLwIe VERTICAL CROSS FOR POLYPIGGING STATION TEHmJ 2' PLLVANIZED PIPE END Y GCE VALVE INSTALL 2' PLUG CAN TOP WIND FVNGE AFTER REMOVAL OF PoL1P1G COME OCUF C�RmNz D DOE BOND FLANCE� )HUT. aE HE CAME As WE Or IUK HE Of t :B1°" r°"[ w BOTTOM D j 'u WITH 2. PwG'.•;LnE�muC OFF EELEMMrvxiwY`PMn ONE PUT ON No To MGM ALL LAW AND PDOISFOR ER WW REMPSD SAM SLIM OF KRTW RO55 B6O¢ BfD. PIdN - 900.E PUBLIC WORKS POLY PIG STATION FOR CLEANING OF DEPAKIMEN'f WATER MAINS MARCH 2010 A A PAIN NEB VALVE BOX Do MM /^ �' EARS IN DIRECACN OF `Y SQUARE WATER MAIN AND MATURE OPERATING NUT "WATER" CAST INTO IT IV MAX. 2' MtTAL CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4' DUE. 1/0 MIN. THICKNESS SEE PIECE CAST IRON VALVE X, RICH-SEUI PRO OLYMPIC FOUNDRY IF San FORM AS REQUIRED 1/8- MIN. THICKNESS 2-1/4- INSIDE MEASUREMENT 2-1/4- DEPTH VALVE OPERATING NUR SULFUR A -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE' EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE MAN THREE (3) FEET BELOW FINISHED GRADE- EXTENSIONS ARE TO BE A MINIMUM CE ONE (1) FOOT LONG ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED MTH TWO COATS OF METAL PAINT. VALVE MARKER NOTES'. VALVE MARKERS SHALL BE EQUAL TO CARSONME UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVES AREAS STD. PIdN - 1 41e 4 PUBLIC WORKS VALVE BOX. MARKER 80PERATING DEPARTMENT NUT E%TENBION gAR('ll 2010980 nTTLE Y STOOD. ATTACHED WHO I/e SAINT l9E E NE PENTAGONTSOF OPERATESXEILYW-MIXAE/➢RESAVAPI a 37801 ON ACgnK OLD. SUETY M LLON aft QED EDAL PUMPER CpixECIRCN TO FACE IWIDNMV W AS DT IF PUEIIRm� MPMMNT. roM E xxT EXTENSION TO ] -- ON, ITO M' BEHIND BA OF -.{ CURE OB ON IT BEHIND BAN M 9DENNX THAT 1E MJACEHi TO NPR r 481Y+Y STWE CONCHIF EFFECT MOCK THEME Ps 80% ME CE COAST IIRM OIL HERE GO ` TOM UAL ME ME FEE SHOULD U9 AGE BESMEAR NO P RE NjN JIM AS KMl� RAISED PAWMENT MARKIEFOR TRANS SO SMUSONICE PRO BLUE IMPLECT's MAN NNE TEE WM IT RAME SE EFFORT. GAZE VALE R1 X M.B AWMA C-5)). MMLIEO MAT £ 1" HOPE, CLASS 52 CEMENT USED. LENGTH W FIT VE A B" . a" NMIXUM J \-I/] YANG OF 1-1/4" WASHED GRAIN MEN SIGN UNDER BEARING I' SIGNS BOOT FLAMM PLACE 0 NIL P0.v NM NE FILM AROUND TIES AND BODIES OF FIRE HYDRANT ASSEMBLY - LEVEL PULL GPpUXD r HEART ALL GROUND H Y gAgUS �r�/-yI T AIDE GS 1e. IX1E NPX RM 6' Cd1UFlE PAD IB" CMLXEIE PAD FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY �' REIN M DEPARTMENT MARCH ZOt0 i h HERIMADE 11-I/4' BEND 22-1 /2BEND 65' BEND 90 CAP MAN FIRE NOT AS W KNEES IN I WAR HOPE OF ERNST MINE AM - HE . MONTE OF NOh�-REXE rvAx vlow 9MLL Z �Elgxem By EFFORT (ROVER AMR EHAS ED«wlu cw,IesvEe 4. AIL ACTIONS W„LL ESTEONMEW CL 5 ml,: AS MANOR 5 MCI AGAINST MONSE WRAP BAR AMOCO OR ROGER ITTENG QUARQUES AREA �M F OUT �� NOT GIVER AN MICRON RALL MS. KEPT ACCESS ON 9XIS AS � MI HE �p PUBLIC WORKS CONCRETE BLOCKING FOR M. PW1 - aoa DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2OE0 xTO SDM N/n Ra ./11XX1 BB a W K DATUM 1. REYSED PER CHIP( COMMENTS EDMWDATEAPPR Xm �� EOM IF FORT ONE INN NO. REVISION BY AWRWMNEM WEST AGDaMwY I�MPRNR �MPRNER r-MPPKER L I '40 LANE ROAD OFFSET ON SIDE STREETS WERE THE MARKER TO INDICATE HYDRANT IS MMIN 20' OF A MACH SIOE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER 15 TO BE INSTALIFD DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER FOUR LANSE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO REDEEM MICH MARKER TO INDICATE WICH SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS ON (A- MOM SUITS OR ON �4- FROM DOTS OR ME DIVIDER) PAINTED LANE DIVIDERS) PAINTED LA HYDRANT MARKERS 4- RAISED PAYMENT MARKER TYPE 88 AD STIMSQWTE 1W0-WAY (BLUE) •�L9.V PUBLIC WORKS BfD. N1N 2 DEPARTMENT 810.E HYDRANT MARKER LAYOUT MARCH OI0 Dma.c'IN FRONT, LAW MAINE FEE MAE 77 HARR IP . lB ±. PD) FI 0 Mza KILL laz FOR 3/4" AND V SEANCE III SNOM) 0 ink ANT m srt[ .TEA nCmMTHr MAN KATE SCRAM, Two CASH" M MAINLAND NO mn OR ELSEWHERE 3 �MRE MEDICARE VALE N^i'm aEWu (Wm INIWMu WPAss D SHEARSON) TO CHANCE USES - MASSw A I EA 3/4' MAM VALE vOTY.E W2nR TEX zM4 [W.a HE On ERa2l� TMO EQUAL m5M[rtm E1C AALY A O $CFO PVE RESTATED. WGM AS ]/E XA 1//4' x APT SEE MAST 1¢ TO MESA ON Y q 10 Are SHAM HARPER v� 111[ nIUTW OF WFULDREFFECT M�M IN HE MCI PORTFOLIO TO A �O� TO ME ASEAN PPQPISQ (III CONFROURATTERE FAR WAIALEALE OF PC VAPT AT PCHI IT WORRO $B Y INDIVIDUAL PRESSURE REDUCING S-412(JBID. PMN- 8 {Jo4 4�4 U'PLAF IL4T' VALVE ASSEMBLY u Rcx OlD R-412811 • IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O m D sippl 10/14/2020 Know what's below. WATER UTILITY :9 Call before you dig. agafour 1O/15/2020 =11IR 0 CITY OF RENTON CHERIE LANE Planning/Building/Public Works Dept. CONSTRUCTION DETAILS 10 IN ME z. LM I 23 jw 7 0 R W 2