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HomeMy WebLinkAboutzW-3775 Seta z W O0 a U CQ L F- Cet 2 Waft Der edwe You Dip UWee UndwwaeW L*CWM Center QDXr.1'D,0KWA) A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA 0-11820, YY) L.. i will Q !!I 10 11 11 7 1 6: 5 ----.—'CRAG • • • • WA -04 TRACT A TRACT N 1 CONSULTING ENGINEERS LLC �:� MSN //c .n I.1i1 SECO ® 33000 Avenue South I ® I ® I ( I : yM4JO SUR. • TH:S Fetleral W., WA 9800.9 ga www."Mcivil.com ter M RNO. F1YIL CW totgneerina Iona Suwfny tvM Ronnlrp vuNlc wwla I amjsct Wm.snnl I ImiWCeW Mch.u. b111 ..�C �[Q: °NAL ►K /, / /t/ mym ESM JOB #1799- 001 -013 Ii WIT ON US— 0-11820, YY) L.. i will Q !!I 10 11 11 7 1 6: 5 ----.—'CRAG • • • • WA -04 TRACT A TRACT N 1 CONSULTING ENGINEERS LLC �:� MSN //c V I.1i1 SECO ® 33000 Avenue South I ® I ® I ( I : yM4JO SUR. • TH:S Fetleral W., WA 9800.9 www."Mcivil.com ter M RNO. F1YIL CW totgneerina Iona Suwfny tvM Ronnlrp vuNlc wwla I amjsct Wm.snnl I ImiWCeW Mch.u. b111 ..�C �[Q: °NAL ►K /, / /t/ mym ESM JOB #1799- 001 -013 l NOTES 1. ALL WATER SERVICES 1" MINIMUM SIZE. (EVEN IF METER IS 3/4 ") 2. ALL METER BOXES 3/4" AND 1" METERS MUST BE ARMOUR CAST 12 "x24 "18" WITH 2" A.R.M. HOLE. 3. ALL METER BOXES 1.5" AND 2" METERS MUST BE ARMOUR CAST 1700 "x18" WITH 2" A.R.M. HOLE. WA -02 ............................... 1 [L_:U 23 I I I 24] 25 26 !!J— 31 r 30 I 291 28 , 1. 27 mMUM O T 39-1 38 37 \CT 36 1011 SCALE: 1 " = 40' 40 20 0 40 v � m LiCHECKED FOR COMPLIANCE TO CITY STANDARDS �7�Quu/ C7� I2-I Iz I I� W- 311501 u mm Q, CITY OF WHITMAN COURT 12/01/201 ,.�. IpPoICXfLL 149 ,99J,199i RENTON WATER KEY MAP °�� DATUM KEY-WA R Plan ni ng/Bu id nq /Dubuc Works Dept. PERMIT #U14003820 KE1 a F ry0f plE IHCX SfNE .W%wONELY 9FET: 35 Cf:40 CD, w L Z 0 U w O0 a U z CQ L 2 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA u STA 15 +51.29, ROAD D k d =STA 30 +00.00, ROAD C 5 I li Ny O AFTER ALL TESTING AND DI, 7.6T RT - -- \ �, DLO DISINFECTION r� A CONNECT TO EX. 8" STUB, REMOVE CAP. CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH PRIOR TO CONSTRUCTION, AND STA. 15 +69.64, 19.70' LT. NOTIFY ENGINEER OF ANY DISCREPANCIES. - s o FIRE HYDRANT ASS'Y. 1 -8" SLEEVE (MJ) 1 -8 D.I. SPOOL i 1-45' BEND (MJxMJ) '`� 26 L.F., 6 "e D.I. 1- CONCRETE BLOCKING' „ I IIt Cd 2 WwUV Days Bel" You COD ME, Ur4w7*tr4 L.ocNbn Center WATFD,CR,WA) 410 405 F, 395 390 385 380 375 STA. 15+71.59, 6.81' RT 1 -8 "x6" TEE (FLxFL) 1 -6” GATE VALVE (FLxMJ) 1- CONCRETE BLOCKING 16 , z C °o STA. 16 +57.08, 9.83' RT 1 -45' BEND (MJxMJ) 1- CONCRETE BLOCKING 32 31 1 i -i + wa 70 L.F., 8 "e D.I. W.M. 2 O 75 L.F., 8 "e D.I. W.M. Tn 0� W ____________________ --------------------- __ _______________ 1n UJI qo STA. 17 +23.29, 3.94' RT 1 -8" GATE VALVE (MJxMJ) 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) STATION EQUATION 30 29 [;�8� STA. 17+69.04, ROAD D = STA. 33 +47.32. ROAD C k D D o U 17 6 H O .w N9� Ni0 MIN h CIO N00 0 'IN a00 aim M� C0m Wm cow Wpp wim m00 Dow '06 00100 41µ 00 moo M;00 0000 wo MI,.1 M,M MGM M M MGM MM M M MIM 00 M M Mint M M] MGM MGM I � I I I I i CL I TX. I v STA. 15+51.29, ROAD D FILL AND COMPACT ROADWAY TO FINAL o _ - -- =__S A 30 +00.0 ROAD C __.SUBGRADE. i BEFORE_EX VADON�AR a _o - ELEV. 386.93 INSTALLATION OF NEW WATER MAIN. PROPOSED GRADE ®� SIMIN. COVER cli EXISTING GRADE ®� i 0 I i - B.O. ASS' Y - - - F. l ASS'Y _ —Map z _--_-_-___ -_ _- 1.00% / a < Wcw y — .. I_ - -8 "0 -Want. - - - p -o-2 I — —rWLU --� I - - -_ PROPOSED S.S. PROPOSED S.D. N L J I 16 +00 17 +00 410 IR uPF 395 390 K21 375 17 +80 r - 1 ' , \ 1 - I � � r _, KEY MAP n SCALE: 1' =20' raft¢. 1" =5' VmT. 20 10 0 20 40 CHECKED FOR COMPLIANCE TO CITY STANDARDS W=377502 6, o" "' "J I'l ® CONSULTING ENGINEERS L L C p •�/ /'.�. 0 Fi�. � .�,TAL ESV 11 1 SIMEYFD' SfNL HI:IMN: II,M 1899 9anao 69+nVenue so "'" , % , so0oro sverrrAi FSM , 9mcxm. �'��' xwazwrtu: ruO lma /ISSI 6� CITY OF WHITMAN COURT I ®I ®It'd►I `� �� ,. Sulro 205 Pxbrel Way. wA 99W9 �,,.. . ,a,9 - 2 1Rero suewrrAL Fs, 10/20/14 REN TON www.esmcivil.com , � „a,,,,�,,,, 3 F1uL �IBn,Tw, fv, ,1 , °"""° q/P,�F WATER PLAN AND PROFILE cm, En8ln .g Lone R.nn9q ,0111 tl1E Np1 DATUM P "em www I Pnject Ymwpm"nt LmbccP w<n9..wi. '{ ^ 4 MYLAR SUMMMAL 6L 1 1 09[09Ep; c /s.° RGa ". Planning /Building /Public works Deft. PERMIT #U14003820 ESM JOB #1799- 001 -013 TONAL E ! /!' NO. REVISION BY DATE APPR "" " �`L" C'b vq zii7St7`1 WA -01 ROAD D SEE SHEET WA -01 iI em I I STA 30 +00.00, ROAD C =STA 15 +51.29, ROAD D Z THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA STA. 30 +65.21', 7.83' LT. 4 L.F., 8 "0 D.I. W.M. 00 0 1 -45' BEND (MJxMJ) a_ U I TRACT I N z E 1- CONCRETE BLOCKING Q ro.,m 1- CONCRETE BLOCKING j.- mm o'rn ;O rn',rn o'•m °''rn °'rn ;"Nm tD N D M:M 3 i' •.�J Q'1 395 �mf 375 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA STA. 30 +65.21', 7.83' LT. 4 L.F., 8 "0 D.I. W.M. STA. 31 +97.97', 8.06' LT. N7 �� 1 -45' BEND (MJxMJ) ;o0 r-i0 M ^In 1 -45' BEND (MJxMJ) I N ro� ro';h 1- CONCRETE BLOCKING 0 ro.,m 1- CONCRETE BLOCKING j.- mm o'rn ;O rn',rn o'•m °''rn °'rn ;"Nm tD N MM M:M NO -- 1 "- IRRIGATION METER 8t L.F., 8 "0 D.I. W.M. �JI / I�- CONCRETEI(BLOCK BLOCKING M'M /-11 L.F., 8 "0 D.I. W.M. / MM MIM M17 M'M �.rn MM c 5� co, C 133 L.F., - I - 21 22 1 23 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 "WITH 2" A.R.M. HOLE (TYP.) STA. 30 +60't, 8't AFTER ALL TESTING OR DISINFECTION CONNECT TO EXISTING TEE WITH 1 -8" GATE VALVE (FLxMJ) 1 -8" SLEEVE I CONTRACTOR TO VERIFY SIZE, LOCATION AND DEPTH PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ROAD C STA. 32 +08.72, 14.50' LT. 1 -FIRE HYDRANT ASS'Y. TRACT K 39 i` 33 L.F., 8 "0 D.I. W.M. r� N -- - - - -- �- O - STA. 32 +34.69', 9.66' LT. 1 -45' BEND (MJxMJ) 24 25 .., °. . 1- CONCRETE BLOCKI NG 26 38 , STA. 32 +06.94', 4.02' LT. STA. 32 +40.32, 16.50' LT. �-- _ 1- AIRVAC ASS'Y. - -_ 1-8"x6" TEE (FLxFL) 2 -8" GATE VALVE (FLxMJ) 37 — 1 -6" GATE VALVE (FLxMJ) 3 1- CONCRETE BLOCKING ` TRACT J ­j 27 STA. 33 +19.24', 8.69' LT. 1 -8 "x6" TEE (FLxFL) 1 -6° GATE VALVE (FLxMJ) 1- CONCRETE BLOCKING r I 0 F- 0 wQ 0 ----- -- - - - --- cf) it w w co STA. 33 +22.49', 10.06' LT. 1 -45 BEND (MJxMJ) 1- CONCRETE BLOCKING 36 `) 35 1 STA. 32 +94.63', 11.23' LT. oo� 1 -45' BEND (MJxMJ) 1- CONCRETE BLOCKING ' 34 31 L.F., 8 "0 D.I. W.M. 33 TRACT STA. 33 +18.46, 14.50' LT. 1 -FIRE HYDRANT ASS'Y. 4 L.F., 8 °0 D.I. W.M. 30 +00 Cd 2 WatkV Dayye Begam You E% uuiss tMdw sand Loedw ceMx (D,MTfnAR,WN c 31 +00 32 +00 M M •- 'I` a 'n N O;,O O.,D N7 �� I 1` �.0 rN �'- ,a '^ ;o0 r-i0 M ^In < M w;O —r I N ro� ro';h row 0 ro.,m h Cam j.- mm o'rn ;O rn',rn o'•m °''rn °'rn ;"Nm tD N MM M:M NO m M'M rn'a mm mu) M,M r7,M M:M MM MM MIM M17 M'M �.rn MM i PRO GRADE ®- -- - ---- - -- I -CL STAIN30 +00.00, ROAD C EXISTING GE ®rL / — 3' MIN. COVER = STA. 15 +51.29, ROAD D / F.H. ASS'Y _ ; '� '� �_ (TYP,) ELEV: 386. 3 / _ , - -- — FILL AND COMPACT S E / BEFORE EXC WAY TO FIN NATION FOR L - ' 1" AIRI�AC I- — F.H. ASS',:Y STALLA INSTALLATION N W OF NEW WATER ASS'Y. I MAIN. / 8" \ �) -- —' w — '� -°'Oa PROPOSED S.S. �"� u1 �— —I w I I PF OPOSED S.D. EXISTING E I 30 +00 Cd 2 WatkV Dayye Begam You E% uuiss tMdw sand Loedw ceMx (D,MTfnAR,WN c 31 +00 32 +00 33 +00 R 11 395 390 375 33 +60 � I KEY MAP W- 311103 ESM 07 11 14 s"""EF°' IFRIIfN: Naw 19W ,._�.oMw ,av ,� CITY OF ESY 1 � i� 61 10/" RENTON EN 11/I 01"""' p�„R � ESY 12/01/1 aEa®: a"F-- Al DATUM ^*NI. M,. Planning /Building /Public Works Dept. IG 1%R pAE IAW BY DATE APPR AL°R0°1 y SCALE: 1 " =20' HORR. 1 " -5' VERT. 20 10 0 20 40 CHECKED �F+OR COMPLIANCE TO CITY STANDARDS Amw u1f 4*/ V112. /+ WHITMAN COURT WATER PLAN AND PROFILE PERMIT #U14003820 C'Z� , V J­­ _5"7% JCr3 PI(i au°ac rlu WA -02 ENGINEERS LLC •i,Q aW /.•pO�� v ,"v, wu�u,a ®CONSULTING s "ne zos SuIaa S Avenue ° ,In I •~' Y. • °+ 1 .'.�,� S1BIfRAL 2 7NM SU�ffAL Fe"e,el W "r. Wn seooa Www.esmcivil.com"" 3 I'll SUB11111I GNI EnYlrws,iM Land San as Man NV heat wcrka I Prolatl Ywpaan"�l I LmdrtoPa IrtnX un ,x111 •': C/ 4 1 SAL ESM JOB #1799- 001 -013 NO. REVISION 33 +00 R 11 395 390 375 33 +60 � I KEY MAP W- 311103 ESM 07 11 14 s"""EF°' IFRIIfN: Naw 19W ,._�.oMw ,av ,� CITY OF ESY 1 � i� 61 10/" RENTON EN 11/I 01"""' p�„R � ESY 12/01/1 aEa®: a"F-- Al DATUM ^*NI. M,. Planning /Building /Public Works Dept. IG 1%R pAE IAW BY DATE APPR AL°R0°1 y SCALE: 1 " =20' HORR. 1 " -5' VERT. 20 10 0 20 40 CHECKED �F+OR COMPLIANCE TO CITY STANDARDS Amw u1f 4*/ V112. /+ WHITMAN COURT WATER PLAN AND PROFILE PERMIT #U14003820 C'Z� , V J­­ _5"7% JCr3 PI(i au°ac rlu WA -02 w L � r z U D w O0 a U Z CQC L r3.1 {V 395 390 0 0 375 370 50 +00 Cd 2 Wor ft Days1 ip 8aam You D I'M' Ur4wWwj d L0cdw1 Center OD,MrMOR,WA) A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA 2 7H= SUBNRAL STA. 12 +27.24', 4.88' LT. STA. 13 +65.67', 5.66' LT. 3 FWAL SAL www.esmcivii.com Pte.,. ,'„'°°^ • 1 -8 "x8" TEE (FLxFL) 1 -8 "x8" TEE (FLxFL) 4 NYIAR SLOWAL CT NE 392.53 1- CONCRETE BLOCKING 2 -8" GATE VALVES (FLxMJ) 3 -8" GATE VALVES (FLxMJ) ESM JOB #1799- 001 -013 NO. EX. ", .V. 1 -8" ADAPTOR (FLxMJ) 1- CONCRETE BLOCKING CL INT'X - CL INT'X 1 -8 "x6" TEE 1- CONCRETE BLOCKING CONNECT TO EX, 8" W.M. STA 13 +76.32, WHITMAN CT NE STA 12 +22.14, WHITMAN CT NE 1- CONCRETE BLOCKING CONNECT TO EX. 8" W.M. CONTRACTOR TO VERIFY SIZE, = STA. 52 +63.97, ROAD B l = STA. 5 +79.36, ROAD A 1�, 11 L.F., 8 "0 D.I. W.M.-I CONTRACTOR TO VERIFY SIZE, DEPTH AND LOCATION PRIOR I 1 yTq. 51 +89.25', 5.00' LT. H ` CL INT'X I, 1 -45' BEND (MJxMJ) DEPTH AND LOCATION PRIOR TO TO CONSTRUCTION AND CUT & CAP ALL EXISTING (UNUSED) STA 50 +41.21, ROAD B 12x24x18 CONSTRUCTION AND NOTIFY NOTIFY ENGINEER OF ANY WATER SERVICE LINES AT MAIN LINE (NP.) =STA. 5 +00.00, ROAD A �� ENGIN,EER OF ANY DISCREPANC ES. DISCREPANCIE „ REMOVE ALL METER BOXES & METER SETTERS I SEE DETAIL ON SH WA- I SEE DETAIL 0 I SHEEP WA- & SALVAGE TO CITY SHOPS. $ 0 W.M. I i WHITMAN CT NE\ ET / \(LIMITEDRESIDENTIAL I I - PROPOSED S.D. ACCESS) g "� W.M. (W -3111) I ROAD A �I - w 13 +00 _ �— w EX -03. TYPE 1 -48 "0 — "0 °�� —w EX. 6 "0 D.I. = I STA 12 +66.61, 15.61' RT 25 L.F., 8 D.I. W.M. - - - - -- _ - - - -- -- - -- -- r - -- �-1—� -.—-- T �_— - - - -- 5 �--t _—CA 5' SIDEWALK STA. "x 47, 8.56' LT' EX. F.H. 1 -B -8 x8" TEE (MJxFL) 2 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING STA. 49 +90.87, 18.74' LT C -- 0 _ _ CL 1 -FIRE HYDRANT ASS'Y. 21 L.F., 8 "0 D.I. W.M. U) I W I Eg w LU t 40 L.F., N:180887.62 8 "0 D.I. W.M. >m Ir E:1311979.60 18 L.F., 1 -8" CAP (MJ) 8 "0 D.I. W.M. �. W /2" BLOW ASS'Y I Vr-� 1 -CONC. BLOCKING - STA. 50 +48.72, 7.50' LT STA. 49 +90.56, 9.14' LT 1 -8'x8" TEE (FLxFL) 1 -8 "x6" TEE (FLxFL) 3 -8" GATE VALVES (FLxMJ) 1 -6" GATE VALVE (FLxMJ) 1- CONCRETE BLOCKING 1- CONCRETE BLOCKING I I II ll J SEE SHEET SP -03 CL INT'X. ! 1 STA. 50 +41.21, ROAD 8 = STA. 5 +00.00, ROAD! A ELEV: 388.35 , I i 3' 'MIN. COVER f a FT- O' TR G 1 cr I -) STA. 50 +94.94, 7.50' LT ^ 1 -8 "x8" TEE (MJxFL) ^ 2 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING. )AD B _ - - -14 L.F., 8 "0 D.I. W.M. X� - ---- ----- ------- -- - - ---- 1--- ------ -- +- -IF -- ----- -- - -- --- STA. 52 +02.52, 14.50' LT - 1 -FIRE HYDRANT ASSY. - - -- - -- -Y - -;- -- - - -�— ,� STA. 52 +30.52', 5.00' LT. " 16 L.F., 8 "0 D.I. W.M. 1 -22 1/2' BEND (MJxMJ) 3 I 4 I 1- CONCRETE BLOCKING STA. 51+69.30, 6.85' LT 1 1? CONCRETE BLOCK NG k TR l _ �M.1 Oi4/1 COQ E. IVO IT ROAD A / ROAD B El FILL AND COMPACT ROADWAY TO FINAL SUBGRADE BEFORE (EXCAVATION FOR INSTALLATION OF NEW WATER MAIN. I � -1" IRRIGATION MI INT'X '--r A 51 +00.39, ROAD 8 STA. 2 +18.36, TRACT B a l h I 1 CL IN (STA. 52 +63;97, ROAD STA. 13 +76.32, WHITMAN CT I ELEV. 38' GRADE 6 rL 51 +00 52 +00 'w.' I V'/ 05 I I I " ? 1 -22 1/2' BEND (MJxMJ) i . W.I. WA 88003 FW1. FatlO 1- CONCRETE BLOCKING LOCKING 2 7H= SUBNRAL 3 FWAL SAL www.esmcivii.com Pte.,. ,'„'°°^ • Cml wa,lu CMI E,pineert,p I P,oj 1 -,, I Land -;Fe �ibcty" •A. b111 C- 4 NYIAR SLOWAL CT NE 392.53 1- CONCRETE BLOCKING \ CLJN7'X.T ESM JOB #1799- 001 -013 NO. REVISION 8 "0 W.M. rr 395 390 385 380 375 370 i M NMM 1 -22 1/2' BEND (MJxMJ) i �6o1Aw 1- CONCRETE BLOCKING LOCKING M mW M'M d STA. 52 +16.70', 5.00' LT. CL INT'X. ROAD A 1 -22 1/2' BEND (MJxMJ) = STA. 12 22.14, WHITMAN E CT NE 392.53 1- CONCRETE BLOCKING \ CLJN7'X.T 12 L.F., 8 "0 D.I. W.M. STA. 5+00.. STA. 52 +02.64', 7.30' LT. - 1 -8 "x6" TEE O ROAD( 1-6* GATE VALVE (FLxMJ) = 1- CONCRETE BLOCKING l EXISTING 11 L.F., 8 "0 D.I. W.M.-I TR I 1 yTq. 51 +89.25', 5.00' LT. H ` GRA&-® -- D 1 -45' BEND (MJxMJ) - 1- CONCRETE BLOCKING 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) 405 rr 395 390 [m Tf 375 I U 1 1 1 I KEY MAP NM' M NMM ai� i �6o1Aw m h mG m01�1i4W �.j M mW M'M d STA. 5 +79.36, CL INT'X. ROAD A = STA. 12 22.14, WHITMAN E CT NE 392.53 CLJN7'X.T STA. 5+00.. 0, ROAD A = STA. 50 +41.21, ROAD( B ELEV: 388.35 EXISTING GRADE q -- PROPOSED GRA&-® -- D - 3' MINI, COVER p% I / 'Iiil $ 0 W.M. I i I I - PROPOSED S.D. I ROAD A �I liR rpF 395 390 ! 375 n —in 4 SCALE: 1 " =20' HORIZ. 1' -5' VERT. 20 10 0 20 40 W- 311504 CHECKED FOR COMPLIANCE TO CITY STANDARDS �6o1Aw GrcwNr✓ iz/t�/ 14 52 +80 5 +00 6 +00 ESM ESM 11 1 A'"y` II uxc rEm xwo Pm CITY OF WHITMAN COURT 12/01/2014 a 0 u I� i. mm 1 ,._�. La FF10B]% SM 10 /1 R E N T O N P Fsr n 1 am a „EIS WATER PLAN AND PROFILE o ar E311 1 1 1 te n: Al suf —LLB DATUM IF.g1E ” Planning /Building /Public woks Deft. PERMIT #014003820 WA -03 BY DATE APPR .W '40 Cam: W- 37�S0� w L � r z U 0 w 0 0 Ua Q m o ,' d, W w 2 cn LD - w SEE SHEET SP -03 - 15 LF., 8 "0 D.I. W.M.J' 1" WATER METER SERVICE. ARMOUR CAST 12x24x18 WITH 2" A.R.M. HOLE (TYP.) 405 400 395 390 385 380 375 370 A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA .... z 2 _ STA. 2 +00.42, 5.45' LT \ 1 -8 "x6" TEE (FLxFL) 1 -6" GATE VALVE (FLxMJ)/ 1- CONCRETE BLOCKING 1" IRRIGATION METER 1 -22 11T BEND (MJxMJ) )1- CONCRETE BLOCKING / STA. 1+85.76, 5.07' LT 1 -22 112' BEND (MJxMJ) 1- CONCRETE BLOCKING G,.. 'A. 1 +75.89, 4.81' LT -22 112' BEND (MJxMJ) - CONCRETE BLOCKING TRACT B END ROAD IMPROVEMENTS ELEV: 387.5Q3 STA. 2+C4.84, TRACT X00, A 5 -- - STA. 1 87. 0, TRACT B iB lI - - -- EXISTI G GRADE ®, � 0.00, ROAD I STA. 51 +00.00, PROPOSED GRADE 0 / 1 +00 Call 2 Wari ft Days Before You N Dm.. 811L 1 per W,MIr,ND,OI%WA ) STA. 3 +03 +00', 5.00' LT. 1 -8" END CAP (MJ) W /2" BLOW OFF ASS'Y 1- CONCRETE BLOCKING 405 2 +00 400 400 395 CONSULTIMG ENGINEERS L[L C ® 3 00 Sth Avenue South P ( 10 10 I 385 saa,n5 380 Federal Way. WA ee003 375 naeea r 1 www.esmcivil.com m " ""a a l enan «nnB uea R„em waw I P�ioPCl cB.l"mn I Land mlca"'Mlnt «wne ESM JOB #1799- 001 -013 STA. 3 +03 +00', 5.00' LT. 1 -8" END CAP (MJ) W /2" BLOW OFF ASS'Y 1- CONCRETE BLOCKING 405 405 400 400 395 395 390 390 385 385 380 380 375 375 370 370 2 +80 2 TMW 9 aAffA 7 BINL sue MUL 4 YYIAR SIMWM NO. N_mTm . 111 STA. 14 +50.08', 6.14' LT. 1 -8" TEE (FLxFL) 3 -8" GATE VALVES (FLxMJ) 1- CONCRETE BLOCKING CONNECT TO EX. 8" W.M. -! CONTRACTOR TO VERIFY SIZE, Y- I Ilal I �I DEPTH AND LOCATION PRIOR 1" IRRIGATION METER w I I TO CONSTRUCTION AND I l I i I NOTIFY ENGINEER OF ANY Irl t- DISCREPANCIES. SEE DETAIL 10 9 8 7 I 6 I 5 I hl I I'I II i� ON SHEET WA -05 SCALE: 1 "� �Z. 1" WATER METER SERVICE. 138 LF., ARMOUR CAST 12x24x18 `^ 'w -8"0 D.I. W.M. WITH 2" A.R.M. HOLE (TYP.) I I l I I I Z'C> 20 10 0 0 40 ..i.. ...� ' �.... Z W I eczz 6•. I - - STA. 3 +00.00, TRACT D \ END ROAD IMPROVEMENTS STAI 4 +34.79, TRACT D \ I II l l = �l STA. 14 +54.95, WHITMAN CT NE Ifii� ill O_ o� II SEE SHEET WA -01 TRACT D END ROAD MPROVEMENTS CL IN END I� STA. 3 +00.100, TRACT D S7A. 4 +16.29,1 TRACT D ELEV: 386.27 _ 5 ELE(!:_388.01 -- -- - ®� - 14 .95, WHITM N CT NE A + PROPOSED GRADE 3 +00 405 400 395 390 385 380 375 370 1 , �i I� , `7 1 i l i KEY MAP W- 371505 �CHECKED FOR COMPLIANCE TO CITY STANDARDS t wcdy cwfi% IL/12-114 4 +00 4 +80 T.��. XOd2�"OXk NwI9W /I /1881 �� CITY OF WHITMAN COURT RENTON WATER PLAN AND PROFILE .* N Planning/Building/Public Works Dept. PERMIT #U14003820 IF NpT OHE $CV£ IAXFRN IXY CP\ Uv • 7 / /JV� WA -04 �I M M END ROAD MPROVEMENTS CL IN END I� STA. 3 +00.100, TRACT D S7A. 4 +16.29,1 TRACT D ELEV: 386.27 _ 5 ELE(!:_388.01 -- -- - ®� - 14 .95, WHITM N CT NE A + PROPOSED GRADE 3 +00 405 400 395 390 385 380 375 370 1 , �i I� , `7 1 i l i KEY MAP W- 371505 �CHECKED FOR COMPLIANCE TO CITY STANDARDS t wcdy cwfi% IL/12-114 4 +00 4 +80 T.��. XOd2�"OXk NwI9W /I /1881 �� CITY OF WHITMAN COURT RENTON WATER PLAN AND PROFILE .* N Planning/Building/Public Works Dept. PERMIT #U14003820 IF NpT OHE $CV£ IAXFRN IXY CP\ Uv • 7 / /JV� WA -04 ILL! Z U w O D' a I- li O U Z cQ LLL r 2 E VIRL HNiFNI STALL B= M3LY W- -UVA_ 13 E&A E bl'0 DH CCN'R SSQJ ME SUCH AS CLCA •AEC> 31 e & F 923 VJ31 SJPEE C24TJIIDI 200 AND A!TEMUS FACET All 66- Y Cl AK I`_ .AW I11I wll ILBS a li l'v:n 'w.; 'W 110 1e. J HO9 (RM+ C ICS k,II.YIFI SIANDAFD IHN A_` 4•'JkF Y Cp.MC,T01. CJT° 0= S-- 4M F TFRMCS. tNN A GP.'. A'A'ER, ET_' SEA TRE lF=1A % 5' S -ER 2. 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