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S-314806
f W'p € Ii;.Y€ 'i:. - - '- --^ n -. _..• _<.. - »-a, �` �' k'= "'i Ni U (nI i -', , :PROPOSED CURr< RAMP - F_ :. __ _ x€ ry oo Sr1WCUi EXISTING ASPHALT INSTALL `� f' i P \ �° 1 _ _ ` X11 Lu E5 PT, �' so %' i I iy i L., \�-\ -�_ -T- u _ w 1 _r:�c 4 �0 1 co s lj I RE- EXISTING CONDITIONS ASPHALT TO e7a7MP1 �S o PROPOSED STORMr \ a O O 3 Z = \ i ` .a [ ' Y .. ............. ::: `S7\ PER SEPARATE PLANS 5' __ IE= 509.50 IE95IA.00'` _ \ I �:. I 7 (') ii 1. 1 \ \` - __ IE- 510_50 IE= 511.00 $ \, o IE= 515.00 ` o a,! /II J \\ I 1''.. IE =512.2 1 I W rj Q m " ' I - i I �_ � i' I � TRACT "A" ?O6 LF 8" SS ''... � � �, � 10' UTILITY EASEMENT I� ` I - ...... \ I IL w i, i ' €vI� � I I I � / \ PROPOSED SIDE SEWER STUB � � � ; L I, 2% MIN TYP i i \ " N O I i (REC. SPACEJ� \ �' k ( ) _. W v �' r '' i Ic =� -+' I I /y _ p 1 I t o =1 I Q . -�..:. _.... .. \ 2 G €� II I I I X IN " Z p .�.;.: _ I I 20 \\ rte:. = i" -- ...... 4 z N I I MIN FF 519.20 MIN 11=520.00 i ;rl I 8 = 1 0 MIN FF 514 MIN FF 51 0 MIN FF 515 50 MIN FF _ 19 51 = 5 = 5. 0 I = =51600 13 V 1 t m -- --rJ64----- - r I I I - a C -- ` -- - 1 1 - � I 12 E r PROPOSED THICKENED EDGE PROPOSED ROLLED CURB 516 \ I X \ lT I a J I ( yisl t t € III I z 2 W � N j y \ \ \ \ \ \ FUTURE SANITARY O 8t00{ y \\\ \\ \\ i i -1 I -- I SEWER BY OTHERS i; _ t.. I i.:`' 1,7 . \\ - - -\ I; 11 1� --IE= 506.48 \\\ \ \. 11=506.50 T IE= 506.52 r 1 r 576 =, MIN FF= 512.50 - - - s \'' I ,Al I y v A v v 16 I �v �. L,. MIN FF= 514:50..._ y 2 ` \ -� \ \ \\ (I�ETET NyION POND) 1 I 22 MIN FF= 515.00 I. y y BUFFER -- - 508 17 806 ' HEET 1 I t ��� y n. i', -€ I " y y \\ \ ' -\ 1- � III I I I L _I I I ' -5 . ¢ MIN FF= 512.00 MIN FF= 512.00 (WETLAND AND SUFFER) MIN FF 512 4 ------- --- - 16 - - - -- - - - -TRACT "E"- 1�=506.60 IE= 506.60 I _ 8'42' 4 588. 9 - - - #ri 1 ` - I:' s "W 3 E oo :6 l 1. I _ = a E I TRACT C AN SHALL BE INGRESS AND EGRESS/ o o � a I T U 11LITIES EASEMENTS `S06 so � I 8 mm mm' a I o S.E. 134TH STREET w _ o OQ I .. N' mm mo m i i 1 , 14+31.681 oz owla I�IOU K Imlw.m Nj 0 z i wM►P - ?7 - I / K• B oQ� of SH/ F 2567 �o F� ss� \ SIDE SEWER UTILITY CROSSING TABLE: u ee •• ���v4 v m� �Z ° 0 2 y ` SG T7NGENG�N DEPARTMENT OF PUBLIC WORKS 0 IE 8° W= 506.58 07 IE 8° W= 509.65 1© IE 12 " SD= 507.00 19 IE 8" W= 508.35 BASIS OF BEARINGS T/P 6 SS= 504.72 T/P 6 SS= 506.77 T/P 6 " SS= 506.26 T/P 6 SS= 506.75 PARCEL NUMBER 366450 -0100 (MARY E. HAMILTON) TRACT 5, BLOCK 1 OF JANETT'S Q IE 8° W= 507.06 T/P 6" SS= 505.05 ® IE 8" W= 510.16 T/P 6" SS= 507.13 14 IE 12" SD= 507.59 T/P 6" SS= 506.61 RENTON BOULEVARD TRACTS, RECORDED IN VOLUME 17 AT PAGE 60, OF PLATS, IE 8° W= 507.58 09 IE 8" W= 510.68 15 IE 12 " SD =507 84 RECORDS OF KING COUNTY, WASHINGTON. T/P 6 SS= 505.38 T/P 6 SS= 507.63 T/P 6 ° S� 506 96 DATUM ® IE 8" W= 508.04 10 IE 8° W= 512.16 16 IE 12 ° SD =5" t, T/P 6 SS= 505.70 T/P 6 SS= 508.57 T/P 6 SS= 506.75 NAVD88 Q5 IE 8" W= 508.61 11 IE 8" W= 513.85 � IE 12 SD= 508,70 BENCHMARK T/P 6 SS= 506.05 T/P 6 SS= 511.42 v T/P 6 SS =506.79 A y F © IE 8° 1© IE 12" SD= 506..9 18 12 50 =506.7 KING COUNTY SURVEY CONTROL POINT #TD10, BRASS CAP IN CONCRETE WITH PUNCH, " SS=513 T/P 6" SS= 506.41 T/P 6" SS= 505.92 T/P 6" S$= 506.79 T INCASED, AT THE INTERCESTION OF 160TH AVENUE S.E. AND S.E. 127TH PLACE. I ELEV. = 505.90 11.. REFER TO SEWER PROFILES FOR SEWERMAIN CROSSING INFORMATION. 2. WATER IS ASSUMED TO HAVE 3.5' OF COVER I / K• B oQ� of SH/ F 2567 �o F� ss� \ DEVELOPER: KBS III, L.L.C. 12320 N.E. 8TH ST. BELLEVUE, WA 98005 (206) 621 -2112 CONTACT: CURTIS SCHUSTER ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX u ee •• ���v4 v m� �Z ° 0 2 y ` SG T7NGENG�N DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION PLAN HAMILTON PLACE DESIGNED DD - - -- _G DATE 7/30/03 FILE NO. Dc - SCALE 1 =30' RELDBOOK PACE DKB EXPIRES 9 23 O5 �1��++ 9 (] SV OF SCANNED OCT 0 A Mr L