Loading...
HomeMy WebLinkAboutR-419505L0 V r 1 C) 1 W w � � 3 I a � L o m r, M M j O (n IA W W U - U Z C, C,Z a N N Lq W N %H M M 2 \\Q2 V) w iii�i,.iwIw Q H F� z F, Wr�oww J Q Q J (n M li J fn d D X O ' �� 8"DEC 18"CON 16/'CON / - 8"CON GRASS II 0 28"CON / �ti� /TO"CON 32"QON / A \ \ \ I I I 16"CON �8 CED. ° 6,'DEC»CON 24"CON 14"CON /10"CON / / 40"CED. I 0 A \\ 8"60N 30"CON Y \ / IJ \ 22"CON \ \ 26"CON °�Ix,\\ \\\ \\ o \ 1F4' CON \ 12tpN 14"CON 3 "CON 0 � G v \ Q V 10 CON �� A A\ \V A� '6Q"CED. I � \ 36"CON � N� A 12"CO 0 16"CON \ \ \ / / / / �� / d 14"CON "CON o i`� �\ w k ce, 24"CON 18"CON \ 32"ON \ 40"CAD. V-L\ \ / GRASS N I18"CON GRASS / \ 18"CON AV A \ 40" CED. 0) 8"CON A 321''CON w \ 8"CON N ° 16 CON01 N-- I 00 V A �.,� 4 'C00 00 I / V 6"DEC — 1\32"CON 24"CON 32"CO 2 "CON 24"CON �\/��� o �•� / I \\ / �' 10"CON 12"CON 0 2"CON \V GRASS 26"CON 0 26"CON 0 32"CON 20"CON 10"CON 8"CON 8"CON 24"CON / ASPHALT \ \ °D °OF / 40"CED I I F — z I // SAND BALLFIELD o 0 U° / d Z O G� o (2)24"CON / / o II I v ° / I I 00 o / ASPHALT v� I / o BASKETBALL COURT - I A ✓ i UQ ASPHALT / d� 1 \ / J GRASS I A\ m \ \ o CB RIM=424.67 \ 0 / CB RIM=425.12 \ / G� / IE 6" CONC (SW)=423.5 IE 6" CONC (W)=423.1 \ o / BTM=423.5 \\ \ \ / — o -/,L 34"CON 24"CON 40"CON /28"CON l 110"CED \ I 24�'CON < I \ 2161'/Iq ON I I I C 1 0 CB RIM=424.43 Z ASPHALT / IE 6" CONC (E)=421.6 d \ \\ \ \ o Q w EDGE OF 4 / g" CHN LNK F 0 — o — I / > CB RIM=423.15 - - - - ° o CONIC J 0- IE 6" CONC (S)=421.5 \ w 6"DEC r _ - BTM-421.5 / IE 6" CONC (E)=421.2 / — ° — ° BLEACHER U ° % � / BTM=421.0 / o y U 0 6"DEC 8"DEC / / a U a g �1 / / / �, I �zI � �� x o L �OPL 20" Hp G c U z 30"CON I \ U z \ Y Z J Z_ U l I� L _ l OPL 16" Hp G / c c GRASS o \ s 5i ASPHALT / A U c L c 8"DEC / \\ TRANSMISSION TOWER \ c NO°19'43"W 1.82' \ P P--- \ GRASS // I P I c o o PLANTER I P -� ASPHALT PATH \� I c / N i ASPHALT PATH P _ c c I \ OPL 20" Hp G I \ J \ — I \ I� LLI (n = / c 1 Q 0- N Q DECO. 6"DEC _ c c CEDARS — —42s� - - - I I c I ;r (TYP) — — — � � c I - I -P� 00 - -— P cOPL 16" Hp G P 11W5�-- I • Ng°4T58° o o o o 16' CHERRY U 6' CHN LNK FN C P -------------- • • • • z U �` P--------------------- �---K---F- C zI o P- Q P R. HA Y I �vv\ °� WA sXI����� P� J DECO. CEDARS (TYP) I z ° GRAPHIC SCALE � P -- • U \ Q 20 0 20 40 / N5'49' ASPHALT PATHPLA ------------ h - 22 E in o / -Cn / K —o� _ `r-^�, ___ 33130 I I 1 inch FEET ) ft. / P o P� o \! ^ . DECO. CEDARS (TYP) o��SS�PCI S TEg������ SEE SHEET 1 FOR LEGEND PORTION OF: SECTION 9, T. 23 N., R. 5 E., W.M. IONAr. Lh s -�CQ-��2?Z222?lZYz22 11255 Kirkland Way, Suite 300 DATE 2-29-16 PROJECT NO. CAD/CALC WRH Kirkland, WA 98033 KIWANIS PARK SCALE 1" = 60' TOPOGRAPHIC SURVEY DRAWN DMB p. 425.827.2014 1 f. 425.827.5043 901 UNION AVE NE, RENTON, 16364.10 P SURVEY TEAM PG FOR PLAT CHK WRH Civil Structural Planning Survey WA 98056 FIELD BOOK 703A CITY OF RENTON SHEET 2 OF 4 SYMI REVISION DATE BY APP'D An Engineering Services Company paceengrs.com DWG FILE 16364-SRV.dwg R-419505 SVm2 R-419505 SVm2