Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Ex02_Site Plan.pdf
BRONSON WAY NE G R A N D E Y W A Y N E S89°27'29"E 106.30' S2 0 ° 2 4 ' 2 0 " W 13 7 . 1 9 ' S2 ° 0 4 ' 0 5 " W 11 9 . 9 5 ' R=154.70' A=59.98' D= 22°12' 5 3 " R=124.70' A=147.83' D= 67°55'30" N88°22'57"E 74.18' 68.25' 30 . 0 6 ' 30 ' 30 ' PAR C E L N O . 9476 7 0 - 0 1 3 0 PAR C E L N O . 9476 7 0 - 0 1 3 1 PAR C E L N O . 9476 7 0 - 0 6 4 0 11 . 7 ' 9.0' 10 . 1 ' 163 . 7 15 5 . 3 15 6 . 3 154 . 1 151 . 5 14 9 . 1 14 7 . 6 14 8 . 0 14 8 . 1 148 . 2 14 8 . 5 14 8 . 1 14 8 . 7 149 . 1 14 9 . 3 14 9 . 6 149 . 2 14 9 . 4 14 9 . 4 14 9 . 5 149 . 8 15 0 . 5 14 9 . 7 15 0 . 5 15 0 . 9 15 0 . 5 15 1 . 3 15 2 . 7 15 2 . 8 15 2 . 7 152 . 5 15 3 . 4 15 3 . 7 15 4 . 3 15 5 . 3 15 5 . 8 155 . 4 15 5 . 6 BO T = 1 5 5 . 8 TOP = 1 5 9 . 6 BOT = 1 5 5 . 7 15 5 . 3 15 5 . 7 TO P = 1 5 9 . 3 15 3 . 7 15 4 . 3 154 . 7 154 . 3 15 5 . 3 15 5 . 9 BO T E L E V = 1 5 7 . 3 TO P E L E V = 1 6 1 . 0 15 6 . 2 15 6 . 0 15 6 . 0 16 0 . 0 160 . 6 15 6 . 4 15 6 . 7 15 6 . 8 15 7 . 0 15 6 . 6 15 6 . 6 15 6 . 6 156 . 7 156 . 7 15 6 . 5 156 . 4 156 . 1 15 5 . 8 155 . 8 15 5 . 5 15 5 . 9 15 4 . 8 15 4 . 9 15 3 . 5 15 6 . 0 156 . 0 155 . 9 155 . 9 15 5 . 4 15 5 . 3 15 5 . 2 15 3 . 6 15 5 . 4 15 5 . 3 15 5 . 3 150 . 6 155 . 4 155 . 0 15 2 . 9 15 0 . 4 15 5 . 1 156 . 1 155 . 7 156 . 9 15 5 . 7 15 5 . 8 15 5 . 9 15 6 . 9 15 7 . 3 157 . 3 15 7 . 7 15 7 . 5 15 7 . 5 15 7 . 5 15 6 . 2 156 . 4 15 6 . 0 15 5 . 9 155 . 9 158 . 1 15 8 . 1 158 . 2 15 8 . 1 15 8 . 1 15 7 . 7 15 8 . 5 160 . 0 162 . 0 16 2 . 3 16 1 . 8 16 1 . 8 16 1 . 8 161 . 9 16 2 . 2 160 . 1 15 8 . 8 15 9 . 1 15 9 . 4 BO T = 1 5 9 . 6 160 . 3 BO T = 1 6 2 . 7 TOP = 1 6 3 . 1 163 . 2 TO P = 1 6 3 . 2 163 . 2 16 2 . 5 16 2 . 4 16 2 . 3 162 . 3 161 . 2 15 7 . 0 16 0 . 3 161 . 8 16 2 . 5 16 0 . 2 16 0 . 6 16 4 . 4 TO P = 1 6 4 . 5 BO T = 1 6 0 . 7 160 . 7 16 4 . 5 16 5 . 3 DS 1 2 * 15 7 . 6 BOT = 1 6 3 . 8 TO P = 1 6 4 . 5 16 4 . 5 16 7 . 8 SP 1 2 16 6 . 7 169 . 6 DF 1 6 170 . 7 172 . 0 16 6 . 8 16 4 . 1 163 . 2 AP6 16 3 . 3 16 2 . 8 TO P = 1 6 3 . 0 TO P = 1 6 3 . 2 16 3 . 2 16 2 . 5 16 3 . 2 TOP = 1 6 3 . 2 163 . 3 TOP = 1 6 2 . 6 BOT . = 1 6 0 . 4 16 0 . 0 BO T . = 1 6 0 . 2 15 9 . 8 BO T = 1 5 9 . 7 160 . 0 BO T = 1 6 2 . 9 16 3 . 4 15 9 . 3 DS1 6 158 . 8 159 . 1 158 . 3 DS 1 6 * 15 7 . 9 161 . 5 16 0 . 6 15 9 . 3 15 8 . 5 15 9 . 4 15 9 . 6 15 8 . 1 15 8 . 7 159 . 1 159 . 4 164 . 9 16 4 . 0 162 . 8 16 6 . 9 16 8 . 0 16 8 . 7 17 2 . 2 172 . 0 176 . 5 17 5 . 5 15 8 . 8 171 . 8 15 5 . 1 149 . 4 ROOF OVERHANG 2.5' 65 . 1 ' BLDG 0.7' W BLDG 2.3' W 0.3' W 0.4' E 0.1' W 0.5' E 0. 7 ' N 0. 5 ' N 0. 4 ' N 0.2' E FENCE 0.0' ROOF 0.3' W ROOF 2.1' W WALL 0.3' W ONE STORY HOUSE FOUND 2" BRASS DISK IN CASE 0.5' DOWN 5.93' 17 0 16 0 16 0 17 0 15 8 15 8 15 0 1 5 0 1 6 0 16 0 16 0 SET REBAR & CAP (38964) OFFSET 1.00' N SET REBAR & CAP (38964) SET MAG NAIL & WASHER (38964) OFFSET 7.00' S SET MAG NAIL & WASHER (38964) OFFSET 7.00' S S88°22'57"W 4.00' DS 4 * CENTERLINE STREAM CHAINLINE FENCE 0.7' N & 0.60' E CHAINLINE FENCE 0.1' N & 0.20' E 26 6 8 D R WALL 3.0' OFFSET R/W BO T . E L E V = 1 5 2 . 0 0 TO P . E L E V = 1 5 3 . 5 0 BOT . E L E V = 1 5 3 . 8 0 TOP . E L E V = 1 5 6 . 8 0 15 8 . 1 1 5 0 15 2 154 1 5 6 1 5 8 1 6 4 1 6 6 15 8 156 RE V I S I O N S NO . JO B N O . DR A W I N G N O . DESIGNED: DRAWN BY: CHECKED BY: JOB NO.: SCALE: DATE: 35 1 0 9 P A C I F I C H I W A Y S FE D E R A L W A Y W A 9 8 0 0 3 (2 5 3 ) 5 8 3 - 4 4 1 4 * F A X : ( 2 5 3 ) 8 3 5 - 1 5 2 8 JO S H U A K A L E B U , P . E . Em a i l : j k a l e b u @ y a h o o . c o m LI A N G R E S I D E N C E J.KALEBU J.N. J.K. 24EP21 1:20 08.24.25 05 6DAVID LIANG RENTON WASHINGTON WA T E R A N D S A N . S E W E R P L A N