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NW 114, SEC. 11 T.28 N., R.4 E., W.M. <br />CITY OFEVERETT, WASHINGTON <br />\ <br />SEAHURST MANOR \ 23 \ 29043600306600 \ \\ \\ \ \ \ \ \ <br />22 VOL. 25, Pc. 101 23 --0�' _ - SHE 0.7 \\ 1 1 \ \ \ \ \ \\ <br />r�21AIN LINK FENE 'S5\\Y E 211.86'1------ --N8B'S3'15 E 197.83' \ / /-------------------------------- 2/ <br />10 <br />zz <br />10 <br />I aF$9608655003 I 10"// <br />\ �I/l —\ )!I/1 <br />\ ' � <br />J <br />`--'/�`�T� X/1 <br />\\ \ SP J36-95 <br />1 aFyss08ossoo3l <br />OD43&80000380o <br />00436806o0ssgo <br />/ �\ ia,✓ / //I ( \ A\ 28040100101400 <br />\ 22 <br />\-------��\ Ih <br />----(— I �1 <br />\ 8" F T <br />III <br />\ \ \I IIII ( A\\\ A \ \ \ \ \ \ \ \\ \ <br />\ I I I I i / \ \ \ / I IIII l h \ \ \ \ I \ \ <br />-- I I / \ \ _ \ \ \ \ \ <br />\ \ / 4" <br />\ — — S.P.11202-53-97 <br />\— — — — — — — — — — — — — — — — — — — <br />aFg98maso0z1� <br />\ \ <br />N e83s'3D E 022" <br />9.63III�,./F- <br />/ / // \ ' / 114 /� IIII IIII IIII IIII /l / / l <br />\ /�---- / <br />d� <br />\ \ PLAT OF <br />25 EVERETT DELLS yyJJ <br />\ \ \ VOL. 72, PG. fib 00436800003703o I M <br />00436800003600 1 HOUSE _ A ——��—'`J� <br />l CB RIM=337.53 8 s I I i1603 P to I 28� / // \ �/ 12°III I IIII <br />6 I <br />\ ro \ IE 12" RCP(N)=334.33 4'14'O6" / I 1 ) I Il // / I 14" A� I I I I I I <br />\ \ \ IE 72" RCP(S=334.33 CB RIM=339.90 o EX. 6" DIP I ! I / / A), <br />\ IE 70" PVC(E=335.18 I L=10.33 1 \ \ / / \ \ / / / / / \ _ - Ai <br />v \ IF 10" PVC(W)=338.35 I R-139.// /X\ —fl'- <br />' <br />\ ®, wooD xcE — =� jl FA AOR RIM=337 97 — — — / 1�" 1 <br />/ reavEs //I �4[-F /' --- ' \�II II I i I I I I I I I I I I I I <br />IE 12 CPP(N)=335.17 1 \ W - r II II I M / / / _ 28c <br />IE 12" CPP(S))=355.17 rs SEC RIM=348. I\ l <br />\ N / I / / N 8B'35_30" E 345(00' \ \ 1 1 <br />—_ S 7��j [Y7� [Y�y//' — � 22° / _ hr � IIII I <br />FOUND CASED CONC. MON. A _ - \A\ X -V _�111 J1. JY' / \ \\ 1 ��x I\\I \/A/ // AI/ // �� �^° (� / <br />W/BRASS NAIL IN 1" IRON PIPE \ <br />DOWN 0.5. VISITED 11-27-19 x \ ., vo F n / GRAVEL\ \ ° 'g� • "�M \`js 1 q <br />e" so N GRAVEL / 6 A <br />p,� _®__ ----I— —s/• --��— _ \s,, <br />BLV[ IX FA 'i+ \ SSMH RIM=344.38 \ 22 i / / 2 <br />CB RIM=34O.60 IE 8" PVC(N)-337 93 \ \ F - _ -- / / F <br />FOUND CASD CONC. MON. AT THE \ a / IF 8" RCP(W)=338.40 IE 8" PVC(S)�-338.03 24" <br />INTERSECTION OF SEAHURST AVE. & CB RIM-338.53 IE 8" RCP(E)=338.40 E C' FiC(EJ-0.SOJ /J / <br />54TH ST. S.W. \ - F \ I 1 I <br />ELEV. = 338.77' \ \ j IE 12 RCP(N)=334.98 30 / \ 78"F e <br />IE iz" RCP(S=334.98 00436800004703 / 14 /// '� i - - - - C <br />IF 8" RCP(E)=335.43 ` �' �\ iC- " / <br />/� 28 <br />\ 014JI8100o4111 F D"/ ° a'6zl I <br />/c <br />10" 22' c/ c/1)2 <br />\ \ 3 a 22 102o"c <br />\\ \ 00436800004000 / 8 / 1 • re M c sy <br />g 26" 7 q'C <br />\ \\ a M 24 <br />v �F I �/ <br />\ \ 1 f0" . / <br />A 6' <br />F <br />25 \ 00436800004102 <br />\ — <br />25 <br />\ A4. <br />\\ \ N \ 20 18 <br />F M 74" JA 0.1, I\�d••I\\1\� 1 g <br />o \ <br />A I <br />m\ N 90'00'00' W 1/5.6T m 1 <br />\ A \ CHAIN a 'FENCE \ <br />\ \ O Z(S) 0 IRO IPE <br />\� \ 0 2z (s) 0 1'(E) of <br />\ CORNRV. FENCE 0.9'(S) <br />\\ \ AT CORN€[7 — N <br />\ \ \ 00436800004201 2 <br />0 <br />0 <br />\ I <br />FOUND CASED CONC. MON. <br />Know whars below. W/BRASS NAIL IN CONC. <br />CalI before you dig. DOWN o 6' mslreo '1-27-w <br />IUTILITT CONTLICT NOTL <br />n7------------------- <br />CAUTIOI V . • \ N 88'2425 E 54.34' <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, \ <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL 28040100100700 <br />INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE <br />EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY <br />VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS <br />SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC <br />INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, <br />THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br />RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />SCALE: 1" = 40' <br />40 20 0 40 80 <br />0 TREES TO REMAIN <br />TREE TO BE REMOVED <br />