Loading...
HomeMy WebLinkAboutS-189703_ 12 11 I 1 ' a ^` Yom: O 40 40 M ' Oros I ) ! i SEE SHEETS C3 81 C4 FOR CARR ROAD tst a IMPROVEMENTS M = UII ______- - - - -�� I STAO *258LT " 12 6VES i 1 o yy RAW I CL 98TH AVE. S.E. i L V W ' -- n IF AtI, TA. O r28 -10' Rf -- i + CONNECT TO !+ I 1 EXISTING 12'TEE + I 1 (MJx NJ) W /PLUG ` 1 SEE DETAIL FOR CONNECTION R I a 1 ' � 1 I e I 1 • 1 N 12 EV CB 1 R 1 = R 1 R I e 1 1 I R � 9 1 I � 1 R n rte All crater mains shall be pressure tosted and disinfected In accor&nce with the cli specifications of the City of Renton and the Washington State Health Department. All 2 5 q 3 pressure testing shall be done in the presence of a representative of the City of Renton. R•330'0) Tp.4�5525V F.H.A§SY. ( D• Is* -16-22.0" 2!N9TEE(MJxFL)W /6 G.V. L• 105.25 B NO, 14 64.52 .1 *SO 11'LT N17° 2'45.98 "W ND C NO.1 ° v i hN♦ � N � .,a 5 +rod t t I t P 1 1 f �t t t I t c = J = 1 f t =. NOTE: CONNECT ONLY AFTER N PRESSURE AND PURITY EXISTING i2' TESTS TEE (MJIt MJ W/ PWG 12' 12" DLP 12° D.I.P IZ PLUG W/1 �"�-12 "SOLID SLEEVE TEMP BO. 12'D.I.P NIPPLE ASSY. BEFORE AFTER /-WATER LINE WATER CONNECTION DETAIL / SEE SHEET •Clo FOR CONTINUATION `6 L=6'P WATER 12' BLIND; rr �*5Q LL ANCf �CL" x G" TEtMdxFJ,j,� FL 48.57 \ \1 STA . 4 rO9 25' LT / 59.07 r '` FUTURE F.k ASSY N17. 2'45.99" CB NQ 16 " s3.00 � C8 NQ I F/C Nl° 3'36.00, \ _ FUiUR fT,1T TT7, ` ' F f p Io 25' CONC. IVEKAY ,\ iUAL 2 +709�(y � � \ \ U � \ �' FUTURE ON S TE SANITARY FOR SEWER " n� °73� ROADWA Y` �rUR� 8 "SF�\R, ` 4 °O X � (MJx NDEFLANGE CONCRETE GUTTER CARRIED THROVGH / J8 6.00.E 1 INTERSECTION. CMIT CURB CARR/EO 2.4E ` THROUGH RADIUS. SAr -'® O.- FUTURE SSMH N0.3 STA 4 *08.12 7'RT �a G b Ct, a1 - cgp �a Z Z 9 O e !" � n O Z U y w $ ac 2 W LL W S a zy W I- X R1s IL LU O S ZCL g w L p�a ul �S fLI Q > Y/ W F LU W U X �e1 CD Q J �/ 69 X W E Q C A 2 W p J f,. J W 6 c��y atiIlt . l }ate s;Ia;se __ Coale t' ° xa - Deaigned_HFP Drawn JOr Checked