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HomeMy WebLinkAboutS-284002J ' O W N � � u a m N = N z a 0 0 I N W I LE_. o nn WN LL ry Q /U/ L I ! I Q r) -' z ry W W a wZ o 00 - U H a' c =o mm r �I -v = a. e �o 0 U 0 m� 0 a 0 � w i a x M I 'm I 46 44 42 40 38 I' III I I'I I I " r of I n ' I I z I n mINu n I c5 J m� < y' 1� 30'1 i II I I� Lo O 6 s (n\ o / "> z N vl Oz on- w !n JGl'- } z a U: \99273\Xgrd.dwg wwp-1 % -dgik ear n /.I r�r� nn r n ���. Jt i �FJtI.. Zy., I L`+IV, K ot, VV.M. N d- -H C OWN OWN fdn N NO h, o ( doll Lill II 1- n w ,n w W FW r o aI o Hi + N� Nco Ail w PROPOSED GRADE - WATER CROSSING REQUIRES - - CDF!IF LESS THAN 18" VERTICAL SEPARATION. i (10' EACH SIDE OF WATER). i' s 107 03LF -6^ PV O ROPOSED ®7.779, 6,.W EXISTING-/ S ,AP i STA. 4 +02 71 SSC.O p,I f PER C.O. .STD. J DTL. BW 18b - (SEE SHT. 9 OF 11) -r - n 1 TE -44.37 IE -42.01 SRI 'E19 8 .2'L - 7- E =1304 1 fl - ! _ O LL- 1-�r1 ' - - - - SS PROFILE 18LF^- 6 SCALE: 1 " =20' HORZ. PROPOSED (WTR CROSSING) 1 " =2' VERT. 12 "SO s .., i .. z (( 1 _'f°`"��'n - /� 15' -WIDE SANITARY` SEWER EASMENT N= 196956.34 z i E 1304188,1 (TO CITY OF RENTON)` \/ STA. 2 +06.25 III 18 "D1P - -PER C.O.R. STD. - 1 CROSSING... Lf�6 \\ -\\ ( ) l� 1.77% (MIN) DTL. BR28 � TO.P.= .40.73 12 "SD 'E (yy� CROSSING) (SEE SHT. 10 OF 11) \ IL 1E40.8 "SS) A/C oRIVE N= 197058.47° E=l 304203.55 v i W Z J Q r1 0 LL- Lo �- - -- - 74LF s" PVC ®1.77% W if L L j.102'44'51 "W 198.47 ` - -- .I.-- -�tta-- CRaSSI1,JG!!! ''a{, W ss} - T.O:R- 33:32_(6 -Ss) w . K2 ) ii m i �� 1 - - -- � f �j N'.- CROSSINGH! x n x: x x x x —x =x f IE =38.9fi _ STA. 4 +y.Rt - - t' i IE(6 "WTR) =41.04 -CO k - -- - T,O.P.(6 "SS) =40.76 PER C.O.R. STD e)- - _ STA. 3 +04.48 OF 11) q SSCO mss: r TE =45.00 — z': PER C.O.R. STD. \ [E=42.15- - -- - - <'' ;a DTL. BW -18b - J IEEE- SH[T. 9 OF 11 } - N�9S860.08 a i `- E= 1304220.40 ]E=40.27 °1 �< v E 44.54 i J T. 0.34 - _ — �.! T x \ -f F. _ 45.15 / I x X / SL- IT � x -x x--- x x a x� x x I I \ � ✓ / � j ( wit-`. v ie / - - -ham - uf', A __ E=1304334.70 1; N N -- ON , �Iry (n �IJ= 196730.13 h E av = 1304400.57 it n " II A/C PAVEMENT Elafi00 o - - rh ,N 3Nn MOEl3A oo m 97.17' --- -_ - -_- S'r z r- -- - 14E4:40'2ZE_ ROLL # 167 F R alm kl 20 GRAPHIC SCALE p p mill ( IN FEET ) 1 inch = 20 ft. N OTE: IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION OF ALL EXISTING UTILITIES AS SHOWN ON THESE PLANS AND TO PROTECT THEM, AT THEIR EXPENCE, DURING CONSTRUCTION. D. c1, ,y o H 1 ray ��C� pF WASy�N�/y OF. Rp Opq SEAL = � 7 n 1969 �SSiowaL 00 CHECKED FOR COMPLIANCE E%PIRES ,:i,v 99273.00 TO CITY STANDARDS �J�k''/ � / / 53/sE Date /Lf� BUSH, ROED & HITCHINGS, INC. Al tdi Date 1/; CIVIL ENGINEERS & LAND SURVEYORS Date 2009 MINOR AVE. EAST (206) 323 -4144 ® SEATTLE. Washington 1 -((800 - 935 -0508 BRH98102-3513 E- MAIIL, - FOOBRHINC.COM Cif : J - 2t)q c o a SCANNED OCT 4 ZOOO c