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HomeMy WebLinkAboutS-216234Q w � POWER POLE, w ST SIDE OF ABERDEEN AVE. ° j z C) z 31TE HOUSE #2304 0:� — TION = 273.14' L, W W � v,. �� W �- o3: mw zw Q CD Q cn w c iQ Q j_ ----------- - - - - -- - - - - -- ---------------------------------------- ----------------------------------------- CB #15 CITY MOH. # 237 LLJ of 12' ~ ABERDEEN AVE. N.E. MOH. 8 CASE a z (/) � � 1.5% w 'TR".F OF 12° N 188892.5335 W 22.5LF 8.58% CPEP ® E 1304891.0542 Q - - - - -_ -- _---- - - -_ INTERSECTION OF NE 20TH ST. W --------------- ---- - - - - - -- -- - - --�, AND ABERDEEN AVE. NE w W B #14 B #16 ',, �> Z N le' )/ CB #18 NL, N'- ' = a o 0 0 E ---- 1- - - - - --/ - -- -- - - - - -- -- --------------------- s Q i - - - - -- - - -- ------------------------------------------------------------------------------------------ l° Zw / F'+�I 0 a E 0 z ° mE z �E Y a'N C I C g _O N d� $n �3 SCALE 1 " =20' t Z CITY BENCH MARK #1837 CB 15 234 c Dj „tit u� ELEVATION: 317.23 FEET REMOVE EXISTING CB AND _ W LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 & Edmonds Ave NE. < <,�N I DESCRIPTION: 2 -112” brass disc on E i31 891130496358 a coot. moo. 0.4 feet in RIM = 2B2:�iB 281.66 CB 16 man. case. CB 14 IE 8° E = 2799&278.53 NEW CB TYPE -1 NEW CB TYPE -2 !E 12° W = ^z,�50- 278.08 N 189485.1789 189486.41 N ' °= ° ^' 189502.65 E 138488 97,'� 1304882.83 z E 4624 9.+259-1304888.44 RIM = 282.50 282.51 u, RIM = z98-1. .89281.98 IE 12" NE = 2M.eB 278.08 0 0 \ IE 18" N = 27- &J8275.74 IE 12" E = 2277,14 276.15 _ = IE 12" SW = X376:-69275.88 '� 2 o 0 0 o J 290 0 4 ..... ".. ... " .. .... ......... ............................................................ -------- ..--------------- .--------------------- -- --- ° - - -_ _.__:_.".__..___.."._.---------------------- ........ ------ .:............. "...... - - _ ____ ________________ _ _ ---- a . 2 B 0 : - - - -- a EXISTING GR llND. -- ------ - - - --- = - -- -- _ o - w n ------=--------- 270 - =----=----------- - - - - -- - - 1z cP w .. 270 ® e - - - 14.5 . _0 .1°6% _ 322- LF OF 18" C ?EP SD 3.9% 323.5 260 w :260 .. .. - - -- - --- - - - - -- ---------------- - - - - -- - ----------------- _..... ..... . _...... N Z 250 ¢ZCK Dh, CERTIFICi,TION w ............. .....:........----------------- --:---------;----'.... _.......I HEREBY CERTIFY THAT THE: HORIZONTAL - AND VERTICAL...----_ . g0c3$':yGl 0 - - - : - LOCATIONS OF THE TOPOGRAPHIC FEATURj:S SHOWN HEREON - -ALL WORK ON THIS SHEET IS SCHEDULE "D" ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER [_ ! 240 : : - - - - - - - DIRECTION. .... .... ..:....................... ".. ...... ........... .. .... ... .. -.... .... ..... .... - ---- - ----- ----- ------------ ----- -- - .:.. ...: ... :........ MY D g a 45 6,' 240 PROFILE SCALE _ F:D." RrNCEL Ls. z3s13 DATE f V HORIZ. 1 " =20' R 9r,i 230 vRT. 1"--10' 230 - - - - -- - -...- - -- - - -- - - - - - -- - - -- --- - - - - -- w _._ ........................ w =21i 5WA",7 -?/6Z W-P-s7 -0142 SCANnEU JUL 2 7 2001 S— 12111 fr', . ,5T . /G. a?k R0,!iLL 01:45 N ro Q0 N a N � w 2 w CD z F- z 3ENCHMARK "BM -20" Lei w U 'R SPIKE IN N.W. Q w � POWER POLE, w ST SIDE OF ABERDEEN AVE. ° j z C) z 31TE HOUSE #2304 0:� — TION = 273.14' L, W W � v,. �� W �- o3: mw zw Q CD Q cn w c iQ Q j_ ----------- - - - - -- - - - - -- ---------------------------------------- ----------------------------------------- CB #15 CITY MOH. # 237 LLJ of 12' ~ ABERDEEN AVE. N.E. MOH. 8 CASE a z (/) � � 1.5% w 'TR".F OF 12° N 188892.5335 W 22.5LF 8.58% CPEP ® E 1304891.0542 Q - - - - -_ -- _---- - - -_ INTERSECTION OF NE 20TH ST. W --------------- ---- - - - - - -- -- - - --�, AND ABERDEEN AVE. NE w W B #14 B #16 ',, �> Z N le' )/ CB #18 NL, N'- ' = a o 0 0 E ---- 1- - - - - --/ - -- -- - - - - -- -- --------------------- s Q i - - - - -- - - -- ------------------------------------------------------------------------------------------ l° Zw / F'+�I 0 a E 0 z ° mE z �E Y a'N C I C g _O N d� $n �3 SCALE 1 " =20' t Z CITY BENCH MARK #1837 CB 15 234 c Dj „tit u� ELEVATION: 317.23 FEET REMOVE EXISTING CB AND _ W LOCATION: Intersection of NE 25TH ST REPLACE WITH NEW CB TYPE -1 & Edmonds Ave NE. < <,�N I DESCRIPTION: 2 -112” brass disc on E i31 891130496358 a coot. moo. 0.4 feet in RIM = 2B2:�iB 281.66 CB 16 man. case. CB 14 IE 8° E = 2799&278.53 NEW CB TYPE -1 NEW CB TYPE -2 !E 12° W = ^z,�50- 278.08 N 189485.1789 189486.41 N ' °= ° ^' 189502.65 E 138488 97,'� 1304882.83 z E 4624 9.+259-1304888.44 RIM = 282.50 282.51 u, RIM = z98-1. .89281.98 IE 12" NE = 2M.eB 278.08 0 0 \ IE 18" N = 27- &J8275.74 IE 12" E = 2277,14 276.15 _ = IE 12" SW = X376:-69275.88 '� 2 o 0 0 o J 290 0 4 ..... ".. ... " .. .... ......... ............................................................ -------- ..--------------- .--------------------- -- --- ° - - -_ _.__:_.".__..___.."._.---------------------- ........ ------ .:............. "...... - - _ ____ ________________ _ _ ---- a . 2 B 0 : - - - -- a EXISTING GR llND. -- ------ - - - --- = - -- -- _ o - w n ------=--------- 270 - =----=----------- - - - - -- - - 1z cP w .. 270 ® e - - - 14.5 . _0 .1°6% _ 322- LF OF 18" C ?EP SD 3.9% 323.5 260 w :260 .. .. - - -- - --- - - - - -- ---------------- - - - - -- - ----------------- _..... ..... . _...... N Z 250 ¢ZCK Dh, CERTIFICi,TION w ............. .....:........----------------- --:---------;----'.... _.......I HEREBY CERTIFY THAT THE: HORIZONTAL - AND VERTICAL...----_ . g0c3$':yGl 0 - - - : - LOCATIONS OF THE TOPOGRAPHIC FEATURj:S SHOWN HEREON - -ALL WORK ON THIS SHEET IS SCHEDULE "D" ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER [_ ! 240 : : - - - - - - - DIRECTION. .... .... ..:....................... ".. ...... ........... .. .... ... .. -.... .... ..... .... - ---- - ----- ----- ------------ ----- -- - .:.. ...: ... :........ MY D g a 45 6,' 240 PROFILE SCALE _ F:D." RrNCEL Ls. z3s13 DATE f V HORIZ. 1 " =20' R 9r,i 230 vRT. 1"--10' 230 - - - - -- - -...- - -- - - -- - - - - - -- - - -- --- - - - - -- w _._ ........................ w =21i 5WA",7 -?/6Z W-P-s7 -0142 SCANnEU JUL 2 7 2001 S— 12111 fr', . ,5T . /G. a?k R0,!iLL 01:45