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HomeMy WebLinkAboutW-049304STRRr AT Sm +a� AND LAy !nP 41U-' 3 t to -EXIST: 6" STEEL WALLIN EDWARDS I 5 ADD �STA 7.46 EXIST 6.6.6 TEE ALL FLG. 18,6 C. I. REDUCER FLG. FLG 8 C.I GATE VALVE FLO,•MJ. CNo{6 TIC- -IK5 B{ CITI' OF (LGNT'DIY, 24 4 I I 13 EXIST 4' STEEL a EXIST �4' _ 1 EELI _ -NEW 8 D. 1. IS C -rr E _ Z 1 6 L L W `I STA O� 16 23 2- ORE SER 5TYLE 152 `RANSITION COUPLiNG5 2- 6" D i FLG,- P.C. SPOOL 6x81GIG CRO55 C -1 ALL FLG. 8" BLIND FLANGE STA 2i 92 , i STA 6 6 III _ 8" C.I GATE VALVE FLG.• M,J. STA 1,59 'tXiS� , _EE \8" GATE VALVE �EXIST 9' D 1 NIPPLE SANICrARi 1{ I`CFLG' �� CALF 1 Lr SANITA Y / 8" I 22`12° BEND M.J M,J, CXIS1. -, 1 NOie TIE: -INS BY CITY OF ReNVON) S AN I �"A fj_ Y _ -- `� -- - I ' ST 3T07 EASEMENT = 6.16.27 ST EVENS AvE NW. 111111111l1111111IIII1li 111111{ llllillllltl1111lYIII111i1l111lIYIlYIIl1111111lI1111l1111l11111111111l11 llllliliiflllliillll1 111!! llliltllilliiil! llliillillll1111! Y1 Y11 11lIIIYYiI!!_! i_l1i�lYYIYIIYIIl�Y111111'lilii , �6` 5 TEE ALL FLG. - �_ — lII1111111 W 8 O IC EA5EMEN 1''. I ; j \�\ <T' {p 6•!a STA 0.00 E SEMENT STA 2.98 F,ASEI -E �8. t(sATE VALVE G EASEMENT LOCATE 2' /z SOUTH )1 I 3TA 7 +32,59 ENECA EXIST. E- STA 6 +iG_27 STEVE Sf AvE. NIW, ICFLG • MJ1 STA 0.0 G "5TEEL OF EASEMENT 2 -A 0-00 - INTERSECT 10N 18 �PLUfi INTE RSECTI N C SENE'A AvE NW3 15 sTEVENS AVE f AND t N 2 "- 5T I C NW 2-° S-r j STA !?.OS 7 - //- 7{ 3 z Q SITE I 11l11 IIII` - -1 V �1:L - �]UCID SENECA AVE NIA F� Ir�n� In V W ST FENToN AvF Tj_ SITE PLAN ' o - - ,E, 6' CU`HION C 8' GF�'�E VALVE '_G. t":.J,) 510 22 '/z° BEND (LISTED ABOVE e 0116) CGMPAC7 SO — FXIS� GROUNI) . T i I i I NO E= j ST .A 0116 , ALL BENDS, VERTICAI AND HORIZONTALI CLASS 5 EXIST 6" S EEI. _ -. -.- f -I. STA - -- - - -` i '�G BE BLOCKED PFF. CITY OF RENTON 300 I - - - - -- - 1 STANDk.RDS --. -. ------------ - - --j ' I - E DETAIL C C ANC OR Se i STA 0.331 ;NEW WATERLINE STA 1 30_ I 2. GONC2E�c ANCHORS PL!? JETA7i_ `HIS BASE TO BE 22'z 15 D� I CbNC. AN(IHOR _ AT APPRONITI AT:- 5 1 r r a P ON -� T� LO 'O IZ 1 P i STA X50 j 2'-G" 2 -6 290 i !_ �CONC - _RNCHC'-�- -- - - - - -I I I I I LAMP FAB FRDM V8 F3 Fg 5/8 ROD THREAD ONE END 12 REA'O `ACH ANCHOR) NOTES: TO MATCH PfPED I A.LLtMETAL PARTS TO BE HOT SLOPE Dip - -- T T -� -- A 280 ! ! I E i i ` 2. CONCRE T c TO BE POURED AGAINST i i i i 270 SCALE I 1 10' VERT, - -> 1 " =20' HORi2. -- -- I USE FI'I.PE 260 I 1 ( 3' COVER no ! - - - - -- -- -- — I - r ! I i -- - - � I - -- 00 CoNe ANCHOR . 2 5TA ; - - -- -- -- - - - - -- I - -- -- - - - -- I ! !ET TO MAIINTAIN ST 0-50 TO 1175 _N A ! -T i2.so CONC. ANCHOR , 300 -TA 3=457 O 00 ` Ir00 2.40 STA 296 22 yz° BEND UNDiSTU REED EART4.- =ACKFIL1 AROUND AND OVER .ANCHOR TO BE COMPACTED TO 95 °'° MAX. DRY DENSITY PER MODIFIED AASHO MEZnO CONCR APPROVED BY J ✓' 3 PUBLIC WORKS DIRECTOR %N- � STA 3 +07 TEE ETE ANCHOR DETAIL N7 S Wzh 1, M O Q x n p C C C c °_° 3 r J2 'N m 'CL - ° a CL M of l E d t d a _ � W zO ). w J w _ � W w � m qs u fA �I N Nw y x. Q z pv� J t7 iii ���11 � Ul to �~ Q BBAA W 3 MI ~ zIz Li Q ® y 1z w 1Ir�1 Z a ul C7 W = 7 .71, z U2 y cn ~ Q Z d Q w w Z cn � D_ i 3�c 3 F- w w w d F- -J 7 d CL Z LLJ Lij Y 3 Q SHEET C-4