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114, SEC 209 T. 29 X9 R. 05 E <br />SNOHOMISH CO UNT Y, WA SHING. <br />89°9'54"� 5s.01' 28 <br />//7T// <br />va <br />° u I % / / GARAGE <br />a—� — —— -- — <br />� — <br />- — — HOUSE i�' — <br />a #2607 / u <br />d c:) I I wry/ 27 <br />° —NI-- -----___------ --— — — — — — — -- <br />T'/7T//7T//TT7%//� x WFENCEOOD x <br />° I+HOUSE \ f <br />2 <br />#2609 J� Fj <br />° ° / I ,/�, <br />I, °° I - - -_ - _. - _.- ..-- -._ _... -- - - - - -J /_-/_'__ ._..- -.-- <br />1 /— I j///// <br />/ I / /TTT7— ` I <br />HOUSE / ` I <br />a I / o2611 \ I 25 <br />4Co <br />------ ----- <br />f— /------------ --- rrr/�/ — — I / <br />HouI J x z <br />sE HousL <br />a / 112613A 7 / / 26138 J 2 <br />y" " I / r E0 l ✓/ j ✓ % q <br />I {� 36" N 89°59 2'4 W 120.01 ' <br />/ ! '�✓ CW <br />8 PLAT OF EVERETT 23 <br />Y7/7/7/ <br />��T� VOL. 3, PG. 32 I 24, <br />Q (TTT/771rl ) /' ( ALLEY <br />°-------- <br />—_ —_ ---- --(-- ----- Cn---------- <br />� r/ cn <br />° .-0 x. wM 9 I <br />° I 40' WA I ASPHALT <br />Ex. R/w BN AT � I ) � 22 <br />U AT THE WAT€ / <br />Pm TO ,) j I <br />h <br />—/T/ / F//7Ti <br />HOUSE \ <br />J2619 \ / <br />/ <br />° <br />10 � \21 <br />1/ALL/11/�/ZL/z- <br />//�l/�/11� <br />) a <br />ASPHALT 20 <br />HOUSE f <br />— — <br />\ \ �1 ,�/z//z/z//z//z// I <br />4 HOUSE 19 <br />( 12 / J2623 / X. 6" SIDE SEWER <br />/� /�iZZ/ZZ/i�/i11/) 1 l AND rO BE <br />1 I 4o IRED AT ) <br />° <br />/ ° I EX. WM 16, o 12� N 89°59'24" W 120.00, I I/I _� PLAT OF EVERETT <br />(TO // f I VOL. 3, PG. 32 <br />MR Ownw) 13✓ I I I 18 <br />14 <br />/T I <br />f— !----------------_----------- <br />V �---------__ <br />14 moo' IJ i vn 17 <br />f I f I Q <br />° CB RIM=106.00 <br />40/ f / I IE 8" PVC(NVJ)=103.50 <br />ESPRESSO icr <br />16 <br />5 / STAND <br />ICB RIM=111.48 #1807 \ ( I <br />,` ° I VE 8" RCP(3)=109J8 <br />CB RIM=112.48 <br />IE 8"RCP(S)=110.78 I \ �.� —� —_ _ _---- — -- /------ —� / — — <br />89°59'24" W 120.00' <br />SDMH RIM=112.97 I / J° 1 ° <br />IE 8" RCP(N)= 110.11 SDMH / q CONCRETE WALK <br />1E 8" RCP(SE)=108.61 1E 8' RCP(N)=108.75 Y~ � ° L \b . ' a p . ° ° i < . a° � ° r � �°a: °..a ° <br />IE " RCP(S)=108.25E I ` J CONCRETE CURB <br />FOUND CASED CONC. MON. �— ` — \� — �- N 89°5924"' W�344.00' (MON LINE) �— <br />MMmm VJ/INVERTED NAIL, DOWN 7.2'. � _� <br />ffiffinumm NOVEMBER 2015. \ ,t <br />ELEV. = 112.00' 0 p 0 0 0 0 0 0 0 0 `I 0 0 0 O(DD \ o O O p Q 0 0 0 0 0 <br />MENEM <br />�- VE�ETT i <br />1 / SSMH RIM=105.28 <br />IE 10" CL(E)=86.33 / <br />IE 10" CL (W)=86.43 / <br />IE 8" CL(N)=94.48 (INSIDE DROP) / <br />I <br />CB RN4=113.07 SDMH RRIIM=112.97 CONCRETE CURB <br />/ ll <br />Sv L1 IE 8" RCP(E)=111.57 IE 8" RCP(W)=110.97 F <br />° t' <br />IE 8" RCP(NE)=109.17 O ©° °; \ CONCRLIE �JALK d °I d. ' a \ ° <br />/ 477 <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 SHALL INCLUDE <br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />—_T— _ <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />0 <br />moomm""mu <br />t 10 20 <br />