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HomeMy WebLinkAboutzW-0358Set160 [ (50 F hY Oj0 I �Ih / I I I I I ?20 92 W �41 - to / FLOOD CONTROL EASEMENT L/NE1 -- it I .ENO CHAS. E, M0N67E1? RD. N /76, 007,20 S7A 96,"29.63 E 1651, 741. 13 � AFjA,S/DONcD N 176, 1/5.95 I E 16:51669-77 I' NOTES; I I I 12x6 TEc' W� PC I I i 1 i /Zx6 7cE (i )-'TONxMJ) PLUG (J RD STA: 34109, ///-RD SM14) 1.92l5 N /759/4.66 L E I29. /O E /651 7SB. 82 32 / I j W/ r1.1 PG UG RD 57,4. 32"-'95,3 9 =EL !4/• 37 445, /9' ¢' CURVE 4 = /6'/S' 06 " L R = 296.48 L 9¢.52' ALTS: A�'_'SU /LT LOGATiON /5 / =0 WEST OF DE5'IGA/ it DUE TO THE LOCATION OF -.20 ".GAS LIn/E \ 12" G U ANO VAULT W /T.1f - cAa (MJ) rD STA 95 ,404.05 %2x/2 TEE (MJ) EL. /28,30 RD, STA. 35s 00.65 OF CURVE it I .ENO CHAS. E, M0N67E1? RD. N /76, 007,20 S7A 96,"29.63 E 1651, 741. 13 � AFjA,S/DONcD N 176, 1/5.95 I E 16:51669-77 NOTES; /- 4LL P /PE FI77-IN65, k1A4-VE5'AV0 OTK5R APPG[ ?TENANCE9, ,EeC'AVATTOI✓ INSTALLAj /O?/ ANZJ 3AZIlF /LL '5WALL i COM,0 9' W/TEI APWA 5TA1V,0A ?O SPECIF /CATIONS ANO 7-14E C/T Y OF /2EN'ON 5TAN0A1?O = $PEG /FiCAT /O NS IJNL,ESS': =OjHE ?H/f5E NO]'EL7 G4TE !/QLVc 2= SHACKLE. ?00.9H.46L .1.3E COArEO tVITH (COPPE ?S MJxrL TEE i RD STA 29tS5,69 /rIJMASTTC SO OR EQIJAZ - 4FEET COYE? �0 m m A4AKE DROP (14-1) RD 57. 29f64.i9 MINIMUM c' ! 5/, 7'91.'90 e� RESTRA /NED /O/A(7 0AI1 —D1? 44 G. MEC,v, JL RIPE FLAYED =.2oA0 -- - J �`•� i .SEE NOTE 2 pit I Zu I `f LTOw- // H}'D2A1v T �L o "GY (FL) /2x6 TEE �MJX FL) PLAN SCALE ! " =40' /I JO {� rYTON `.i0 /NT P PE 1-11 -- =3EN05 ;C C '�I I � itu R! R Q cl �Q nr RD 51A 28w07.56 N 176.915.36 /O "W RD > STA "- � /9 � N 175 469,66 / E 165' 76911 !C / 160 160 I 150 /70 tn �U I �i ti �I �3 € �I e �- s��v v� 2[ i li �' CURVE R = 30696' :L = 97.47' 70"0 Cl TyToN JT P /PE TO PVA7G? rOW,5e VALVE P17 o" c1 M✓ BEND 0 C lCO'J;VecrlON PT yqS E, f0. cI M.1x M ✓- T E- Mp,V WM14 /O" Cf M✓ PLUG RD STA 07117 19 /✓7,76, 218, 04 E 1651, 772, 73 \\ O � / rL N ti �a z� \-10`0 Cl 7-Y7'0.4 97.47' .!DINT P(PE _- 20312° G!M4 BEND -' zj� '{ AS CONSTRUCTED U�Ia / < / L O �� 140 (60 DfTE APRIL 1972 14 k !F(V O. 72° DJGT /LE- 2 4 1120" W,47E? RIPE == q o� 0 x TYTON JOJNT � � PROFILE / SCALE HORIZONTAL 1"=40` VERTICAL 1 " =4' W-358 METRO WATER LINE RELOCATION z9f�,o tai ao 130 acc I( c -50 3�O I00 OO 32100 3Jf� 30tOD 00 3 3 f 4 331 00 c9tOf1 .3C`t `? !` ,, 70 "0 C.I. 7 -7TOrI JT F1ve TO W477E? TOWa/Z L;'4LVE RIr = it 70" f fETRO v11ATER LINE TO Rc - � � AFjA,S/DONcD i 80- "LONG-PATTc?NED G4TE !/QLVc SLEEVE W 17H RE5T?A/NED 1011V75 MJxrL TEE i RD STA 29tS5,69 2 90, PENOS TO� I N /75, 46/.46 A4AKE DROP (14-1) RD 57. 29f64.i9 + c' ! 5/, 7'91.'90 `f LTOw- // H}'D2A1v T �L o "GY (FL) /2x6 TEE �MJX FL) PLAN SCALE ! " =40' /I JO {� rYTON `.i0 /NT P PE 1-11 -- =3EN05 ;C C '�I I � itu R! R Q cl �Q nr RD 51A 28w07.56 N 176.915.36 /O "W RD > STA "- � /9 � N 175 469,66 / E 165' 76911 !C / 160 160 I 150 /70 tn �U I �i ti �I �3 € �I e �- s��v v� 2[ i li �' CURVE R = 30696' :L = 97.47' 70"0 Cl TyToN JT P /PE TO PVA7G? rOW,5e VALVE P17 o" c1 M✓ BEND 0 C lCO'J;VecrlON PT yqS E, f0. cI M.1x M ✓- T E- Mp,V WM14 /O" Cf M✓ PLUG RD STA 07117 19 /✓7,76, 218, 04 E 1651, 772, 73 \\ O � / rL N ti �a z� \-10`0 Cl 7-Y7'0.4 97.47' .!DINT P(PE _- 20312° G!M4 BEND -' zj� '{ AS CONSTRUCTED U�Ia / < / L O �� 140 (60 DfTE APRIL 1972 14 k !F(V O. 72° DJGT /LE- 2 4 1120" W,47E? RIPE == q o� 0 x TYTON JOJNT � � PROFILE / SCALE HORIZONTAL 1"=40` VERTICAL 1 " =4' W-358 METRO WATER LINE RELOCATION z9f�,o tai ao 130 acc I( c -50 3�O I00 OO 32100 3Jf� 30tOD 00 3 3 f 4 331 00 c9tOf1 .3C`t `? !` ,, 70 "0 C.I. 7 -7TOrI JT F1ve TO W477E? TOWa/Z L;'4LVE RIr = CHAS, E, MOMSTER RD \ _�- / _N 176, / /S, 95 E 765(, 1:5,95 — CONTROL FL000 COO _ 13 723N R 45 WM — _ SECT /ON 24 T23N R4E WM n/OTE AAT G ' Rr.D 3U Sit.TT A i 3 5i t= a 3L. O Bo4 ,y .�lvN \ \ N. DS(Afj -GURY45END(Ml) SrA 1 a,-BDBE o /S / yJ3� �: .360 R t JO VE� O � --__ - s \ Al .7T7 >0.n W5:Fr ¢ 041H P TG 00'6,45 L /NE GOCAj /ON 'SU 15,-,61 ✓ L&T` /652,244,e 5 / ..STA 'O" 79 6 EL /28.56 \ \ /2 "GVr'KENNEDY 90"E_ - — — — 200 w--50 vauL7 — — EL /08.50 503.79' \ Gv� EAytT� \ , lLE/ZT /CAL ANGLE PT VERT /CAL ANG -LE PT L ✓E,kT7CAL ANGLE FT \\ / �TA 9{ 63 L /iNJ,T OF WATER L /NE E�O�Bd• 50 � STA /5 "78 STA /3,-96 22%2° SEND (h1J) \ \� ! /2z12 -TEE O EASEMENT i (5 03 5 02/0° f3END(h1J) \ 22/2° &ENO (AW) 57A 11"26 \ ! LTYTGNxMJ) W /PLUG \ EG 1DB,3Si STA S 7 6/-35.0 $t A �s t�(< 1/ETe'T /GAL ANGLE PT lv,�I�,771CAI ANGLE PT \ � STA 12.Y12 TEE �NfO STA /4" 33 2212 ° BENO (M./) �\ - TO V X MI) W PLUG 22 %2° 8EN0 (MJ) 574 11,161 _` I EL I- �_'— \� -_/✓B9 °04'30 "l1! —�- — I -- OI PT ti STA 8103.00 2r N 175, 909.97 % pl O E 1652,497.77 i o wii N � FLOOD GONT ?OL I EASEMENT UNS PLAN -- SCALE ["=40' `LOO- C_ -l' Nt✓ €L 7✓OTE: RES71,?A/NED; ✓0 /N2 MECHAN/C'AZ- L 9/-/ACKLE /200 SHALL &E COATED 941714 /<O,oPE/?s i101N7- P /PE - 5EE NOTE 1 51TUMA5T /C 50 02 'EQ41AL 1 ASPHAZr PAVED_ 1 r'E6r- AhV-=D . ✓01,Vr MECHAWICAL ✓OiV_TCP1.oE" =:SEA NOTE t = - 2, ALL P /PE F /TT /NGS, 141: 1E5 ANO 07HEd2APPUp7ENANCE6,' ROAD 1 EXCAVATION /NS7ALLA710A/ AND BACKFYLL SHALL COMPLY 9WTH ,4,0WA STANOA ?D SPEGIFICATIO V-6 AND 20" GAS r THE--c/r5' OF 2ENrON STAN.OAlRO SPEC7FIGAT/ONS 1 UNLE55 _07-14E2W15E NOTED 1 (N 12':¢ WATE? ON /v/oNSTE? ffD. — 130 /g0 �© /20 y -67A /5> 7B -22% °BEND_ I �S1x/2FA EOUNG�" (M1) /NV /2B, 6 1� E,Y /ST /h/i� 620U/dD_. I SU2FACE - -- I - - - - -- /20 //o - - i //o 0 Q 22%2 °8EN0 (MJ) �, LZNV OF. /2 "q CT /GE /N V /-0.3.0 # 1?ON .WATER P /PE 57.g 1/A 2G =T TON JO /NT 2 r tdGtY t�-� -SII;— Q� vp - - , //o /Do _curl 9 g — �?" P R 0 F I L E \ 700 AS CONSTRUCTED - �� /1 t SCALE HORIZONTAL I " =4d Br100 DATE APRIL 1972 z, VERTICAL I'=4' ° W-358 METRO WATER LINE -74 12 1 -STA Ifr61 RELOCATION STA /3 f 96 fI INV 99.7 —/ A/D (— TV 9.9.5 8 N�Z 93 SN ( 1J /0500 9 I0D G 50 _ /00 90 /-/CC E! 65'D 15"00 14100 /.3 �00 12,=00 %,-"00 2 3 31 41 IC. A/ 76, 063.50 it ----Af557' - 26 5FA 6-06 0/ L— A/ 17:5.9 19,97 E 105249 .77 s -5rA 9f�3 12112 0-5, FTA r4 12,r /c A/ 76, 063.50 it 59' 0 PLAN SCALE 1"=40' SECTION 13 723V R4� S47C;T1JAJ 24 &= SE VT 12 "W x A, /75 896 ?Z' —+L f 41 5FA 6-06 0/ L— A/ 17:5.9 19,97 E 105249 .77 59' 0 PLAN SCALE 1"=40' SECTION 13 723V R4� S47C;T1JAJ 24 &= SE VT 12 "W x A, /75 896 ?Z' —+L f /2" G4 rF V4 11E AIVD vAL11_ r i2" 6,V :f VA 1& 7 //v 'A7--- ICIL-4 0 OC 0" GAS C4 I 0 AVOID 551W /- /NE / / /ZE'STRAIN \ \ \ \ / / ✓O/A/rS 57A 61143.11 A/ L A? 7e,5 �_4R4,,,�90V60 ?0" PL1161 rg,:5 SECT / - - - -p AI /3 Ll�&A/ b 176, 5, ,!�'CTIOAI 24, Teg.v, END OF CURVE 631 (f< -A/-c57 VA L't 7' \J3,5A405 sr4 :5f,49t 46 Q k- - ____ -7- Al 176, 00 7 00 114-IL7 __Ev1sr /6,5/, 5741,13 SrA 'It-65 6R,6EIV 12'W 5 99 04 90'e 'Al �wlr ac c EASEMENT 7 7�1 91 (75',OICAI) X 37A 14 /VO 7e 6 11 96' r/l? t7 V7-57A tdi.26- id, /5 561, lex ree IRZ116, kc� ?96,46' 25' 9,;r. 5 6 9 014 91025 1 L 5,5c, SSE X\ 577A, /0 4'7,24, 15060' gX157 I 'v "FiczFIV P. C. - 57A. 41146.93 'VOr'6 6 N' ITS, 914.6C f 99- A/ /7 Oro E ir,5E 24, B5 P7- - sm, 15 za /0 Al 1167�:6, 909.97 c ul-1.1 VE_ e 49Z 77 Otis A = 96'67 44 4=xl5r roLc 6,?,FEV /iF 4 42Z. 9c, I __,5EE NOTE G END COAI�A:C710AI PT 4 z 272, gro r100D CI-IAAI&6�L 28 ?5 /0,rc; 7�c5 569G 9,? (M-1 x,-L 7-PIPIC.44 0 Tlv�- 5) �e 165'3, 3C5 ro3 29, 115 w <z' IFAW 44,5.99' NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE WEEKS >I fl.11 , PRIOR TO STARTING CONSTRUCTION IN THE GOLF COURSE AREA. /9 x /0 Jffff -SU 0<00 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF TREES AND N/1,5465. . OBSTRUCTIONS ALONG THE WATER LINE ALIGNMENT. c: '7 go C 6 20 '0 3. PRIOR TO CONSTRUCTION THE CITY OF RENTON UTILITIES' JOINTS /0,*) 1/ SUPERINTENDENT SHALL BE NOTIFIED, THE CONTRACTOR SHALL IFY ALL COMPANIES HAVING UNDERGROUND UTILITIES ALSO NOT IN THE CONSTRUCTION AREA. ul I DE7 C1042 4:, ALL PIPE FITTINGS. VALVES AND OTHER PPURTENANCES• IFEMO V,6 CONCRETE EXCAVATION. I NSfALLATI ON AND BACKF I il SHALL COMPLY WITH ,54OCK irl?O" 64,16r APWA STANDARD SPEC IFICATIONS AND THE C ITY OF REN TION 766 /0 x /0 7-4.5 STANDARD SPECIFICATION UNLESS OTHERWISE NOTED. 5, THE C ITY OF RENTON UTILITY DEPARTMENT SHALL BE NOTIFIED BEFORE ANY BACKFILLING IS DONE. NOTIFICATION SHALL BE GIVEN 24 HOURS PRIOR TO INSPECTION. 6-, THE CONTRACTOR SHALL KEEP HIS CONSTRUCTION CLEAR OF ALL • � I , GOLF GREEN AREAS. / �/ ` �� 7. SHACKLE ROD SHALL BE COATED WITH KOPPERS B I TUMASTIC 50 OR EQUAL. /60 /do 120 14o I no 130 1 /oo Ileo SCA.-E: ["=10' VERTICAL, I"=100'• HORIZOtJTAL L V F _4 476D Tropr.l lTAN EN jEERS /_/c C12PE HILL A`,I[� r,jrM­lNj W -PECK INT3 _'S�C_C,.GTE S MUNICIPALITY 0,� METROPOLITA,N SEATTLE 4V 1 £11 -.0 ,� E; AS NOTED I R 200 F I RENTON JUNE 1971 4S y T E M 7- _4 4- - - - -r� Al QF co I 9ET . 14� 4-- _7 I T_ ---- - ----- - 7- _J_ 14o I no 130 1 /oo Ileo SCA.-E: ["=10' VERTICAL, I"=100'• HORIZOtJTAL L V F _4 476D Tropr.l lTAN EN jEERS /_/c C12PE HILL A`,I[� r,jrM­lNj W -PECK INT3 _'S�C_C,.GTE S MUNICIPALITY 0,� METROPOLITA,N SEATTLE 4V 1 £11 -.0 ,� E; AS NOTED I R 200 F I RENTON JUNE 1971 4S y T E M 4- - - - r 47!445 4-- _7 I C 104WA4� - L :�K_ fl?w P, + T- 79E WD- =__;=Jc Olzoo 2100 4100 61,00 e1100 101100 121k0o 141,00 16too 16,'00 476D Tropr.l lTAN EN jEERS /_/c C12PE HILL A`,I[� r,jrM­lNj W -PECK INT3 _'S�C_C,.GTE S MUNICIPALITY 0,� METROPOLITA,N SEATTLE 4V 1 £11 -.0 ,� E; AS NOTED I R 200 F I RENTON JUNE 1971 4S y T E M P20 //0 /00 90 eoloo R21� 00 RENTON TREATMENT PLANT - ENLARGEMENT 1 WR W _G NUMBER SITE DEVELOPMENT I G 41 A WATER MAIN RELOCATION LLi AQCROFILMCC) I Til I