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SW 114, NE 114, SEC. 23, T.28 N", R.4 E", W.M. <br />CITY OFEVERETT, WASHINGTON <br />FENCE 0.1'(E) \ \ \ <br />AT CORNER \ \ \ <br />s4s \ \ <br />-ppp/rFhi \\ I LOT 1 <br />I <br />m7pn1 I \ � / \ \ <br />I �?4� % �� I LOT 5 <br />FOUND REBAR, NO CAP 1 ,� -Irb REMAIN) LOT 6K ))\ \ \ <br />1.I'(S) & 0.6'(W) of <br />CORNER. FENCE 0.2'(N) / !, E 'lRI \/ { ,d� FOUND REBAR W/CAP STAMPED \ \ <br />/ \JP "'` 28067 METRON" AT CORNER. <br />AT CORNER \ \ <br />END FENCE 0.2'(S) I I J R �1 ���&, / HO(US7F�'" ;VEL � 4)o m \ 'fir OFENCE INT <br />F CORNER 1.6'(N) & 1.0'(E) \ \ \ \ \ <br />OF PROPERTY LINE \ ,� r, �5�' .'.'/ / cro \ \ \ <br />CC//II REMMIN) / �) \ <br />FOUND REBAR W/CAP STAMPED \ �pTA \ F 4:^ /' �� ) 9F 00 \ 1 1.6' \ \ \ \ \ <br />28067 METRON" AT CORNER. \ \ 3,SA6, \ 5 -�O <br />FENCE INT. 0.1 '(N) & 0.1 '(E) \ \ , �+j' - \ AS 'Op" \ \ �11 <br />OF CORNER\ \ po \ T (TO REMAIN) +(!/ REMNN) i <br />$T°\ 50 <br />0� \\ LOT 6 \\ <br />A HALT <br />LOT 2 \ BLOCK 3 \ <br />Ft� \ 2�SpVw \ PLAT OF \ <br />v oti ./ / v / o. _ ` �� v o�� / 10 % ! v sNo. co. v RANCHO INTERCITYv <br />\� =348.5g \- \�. Z SHORT PLAT %`\ VOL. 12, PG. 46 <br />FG=54� A ,9 wo �\ / F\ \\ �� SP 255(8-84) <br />I �C1 / / \ \ \'!• 4. o < s- A. F JJ850540152 <br />A\'\\ 546.95 <br />547.70 ` �y""�j-- \ \ \ / ,//j j 'oo- <br />�JI 1 \ \ \ / /�/1Y/\\ \ ��// <br />\ � 546.70 \ \ / y\ \ � FOUND REBAR W/CAP \ \/ <br />STAMPED "28067/ <br />)/ METRON" <br />,548 p V AV / <br />/LOT O \ \ \ `-54� / END WOOD FENCE 1.9'(E) \\ / <br />B�//y FG= 41� \ \ OF PROPERTY LINE D 7� ,{\ / <br />OD FENCE <br />0 Ly R35 0 rA� �. / \ l A\ " /' / \ /� !"END <br />OOF PROPERTY 1J1V1 \ \ / <br />LINE FOUND REBAR W CAP FOUND CASED'CONC. MON. <br />`?/ \, 547.4� \/ / STAMPED 28067 W/2" BRASS DISK &PUNCH. / <br />LOT /-� TOP: 546.75 \\ \ 5�.. ram/ \ '- / \ \ \ / \ \ op METRON" DOWN 0.6. VISITED 7-16-21 <br />y, V v /n v / \ o o� LOT 5 <br />/ / \ �o of <br />I / \ / 2 CB RIM=548.39 / <br />IE <br />\ 12" CPP(N)-5455..954IE 12CPP(E)=54 <br />/ <br />\ LOT <br />54� �/ ti / \ / FG=548 CB RIM=548.54 F.IL / 00552300400603 <br />� <br />` ` \ > IE 12" -545.44 CPP(W/ / \ <br />/ PSE II \� \� �) / \ \I 0-0\ Sy\000 IE 12" CPP(5�=545.54 <br />ROPO <br />WALL -`s- / '.o. \ 547.00 <br />FOUND REBAR W/CAP / v <br />\5g,�yp1 STAMPED 28067 <br />o \ 15 \ s t MFTRO10 OFFSET 4.0' NW / <br />\ o \ �O TY LINE ( )/ \ <br />\ ti `�A A / / oR' 5g0 / / x0 00552300400604 <br />\ \ FG=547.50 -� \ \ 546.45 \ Off` i /' S5 X S <br />LOT I� \ J, �- 0 \\ / / / SS H RIM=54 .87 <br />\ \ \jaj'9 \\' �' \\ r� \ / \ \ FG=548 \ �< ` l //i/ / 11E 12"PVC(E)=536.92 l\ <br />LOT 3 \ \ _ �6. oo / \� / <br />\ \ \ \ g q• C ( \ IE 12" PVC(W)=536.82 \ <br />> /�//�/O L� _ v <br />SNO. CO. \ \ \ ".,: . 0 ' Q P. \ ��`O \ / F \ \ \ / 5S off/ <br />SHORT PLAT _ _ CB RIM=547.32 \ <br />A.F.JJ9801085002 \\ \c', g�` \ ti� \ \ � O /\ / -- IE 12" DI(W)-544.4241 \\ <br />IE 12" DI(E)=544.52 <br />CB RIM=545.97 \ <br />-/� IE 12" DI(S)=543.07 <br />-542-\ <br />i \ <br />END WALL 1.0'(E) + ( \ \ / \ /CB RIM=545.99 \ <br />i� OF PROPERTY LINE �4300 / \ \ �� F ° y1 \ IE 12" DI(N)=543.29 \ <br />/' jOP'• 5 RO p0 \ � \ / / � / �OV � / / IE 12" DI(E)=543.39 <br />42 m /\ `� C B RIM=546.53 <br />END WALL 1.0'(E) IE 1.2" CPP(W)=542.33 00552300400702 <br />OF PRO PERTYOI1: �p,0� \ LOT 2 o A i IE 12 'e <br />CPP(E)=542.43 <br />�` \ F 345/ ' %56 ,,/ (�) / SAA _ EX.WM (TBR)E 12" (;RP(S)=542.33 <br />3.8' \ / F <br />/ \ \ \ \� �/ o Ss2 0 <br />5p"S�pO M. .1y <br />\�� 'S5x\ FOUND REBAR W/CAP STAMPED \\ <br />LOT FOR, yp,0y� \ �A // /\ 28067 METRON" AT CORNER \\ <br />go ' //•�/'� \ \ � // - - �' �" _ I CB RIM=543.49 00552300400800 \ <br />IE 12" CPP(W)=538.59 <br />4.3' �� / / / h5 // \\ 541.65 p i D REBAR / / 1< IE 12" CPP(E)=538.89 <br />o h I STA ED O6 / \ IE 12" CPP(S)=538.69 <br />/ \ \\ " -M AT E _ CB RIMS-\542.93 <br />/ 1.5' �T I �� p ' IE 12" CPR(N)=540.63 <br />=543 / n 1i. 4 4k 0 // / \ <br />EX. SSMH RIM=541.21 \ <br />IE 12 PVC W=529.41 \ <br />IE 12" PVC(E)=529.51 \ <br />/ LOT ) OR. 0� ' 71 \ / / � \- IE 8" PVC(S)-530.00 \ <br />', q y5' - \ xo / EX. RAMP \ <br />/ DEDICATION �o \ <br />792 SF �\A p� ,r S CB RIM=541.02 \ <br />y��� q0 / IE 12" RCP(W)=537.92 <br />FOUND REBAR W/CAP \\ <br />Q. 5 1 IE 12" RCP(S)=538.02 <br />STAMPED "10424" 2.6'(N) <br />0 I <br />& 0.9'(E) OF CORNER CB RIM=540.52 <br />EX.WM I / IE 12" RCP(NW)=538.42 <br />(1BR) - \ Aso IE 8" RCP(SW)=538.82 <br />CB RIM=540.27 <br />'MP \ IE 8" RCP(NE)='i 3R 77 <br />/ / EX Rmm� To 00552JO0400900 <br />InkS `Z aWK OF ODE .K) <br />1 <br />• m <br />Know what's below. <br />Cali before you dig. <br />UTILITY CONFLICT NOTE.' <br />CAUTION.' <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 0 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 />CB RIM=5,)-.., • <br />IE 12" CPP(N)=536.( <br />CB RIM-539.53 <br />i�� 1, - 7 / IE 12" CPP(W)=534.73 <br />CB RIM=534.86 ^\1 / IE 12" CPP(E)=534.83 <br />IE 12" RCP(NE))-531.16 �^ g /` // \� IE 12" CPP(S)=534.73 <br />IE 12" RCP(S=531.16 CB RIM=538.01 <br />IE 12" RCP(SW)W)=531.16 \\ IE 12 RCP NE=535.61 00552300401000 <br />/SSMH RIM=537.67 \ IE 12" RCP(SW)=535.61 <br />IE 8 PVC NE=526.52 \ <br />CB RIM=534.39 IE 8" PVC(SE)=526.52 \\ <br />IE 12" CPP(NW)=531.79 / / IE 8" PVC(SW)=426.42 \ <br />\ <br />/ 00552JO0401101 \ <br />CB RIM=535.13 \ <br />/ \ IE 12" RCP(NE)-532.43 \\ <br />/ \O� IE 12 RCP(SE)-532.43 \ <br />\ IE 12 RCP(SW)-532.43 <br />SCALE: I" = 30' <br />30 60 0 30 60 <br />LOT # <br />FINISHED FLOOR <br />ELEVATIONS <br />1 <br />543 <br />2 <br />545 <br />3 <br />547 <br />4 <br />548 <br />5 <br />548 <br />6 <br />548.5 <br />7 <br />548 <br />8 <br />548 <br />9 <br />548 <br />10 <br />548 <br />NOTES' <br />1. CESCL CONTACT INFORMATION MUST BE SUBMITTED TO <br />CITY INSPECTOR PRIOR TO ANY WORK. <br />2. CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND <br />DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST <br />SUPPRESSION AND STREET CLEANING MUST OCCUR AS <br />DIRECTED BY PUBLIC WORKS INSPECTOR. <br />J. ALL EXPOSED GROUND MUST BE RESEEDED WITHIN 30 <br />DAYS OF COMPLETION OF CONSTRUCTION. IF RESEEDING <br />IS NOT PRATICAL DUE TO WEATHER OR SEASONAL <br />PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH <br />AS DIRECTED BY THE CITY ENGINEER. <br />4. TEMPORARY EROSION CONTROL MEASURES FOR <br />CONSTRUCTION ACTIVITY MUST BE OPERATIONAL PRIOR TO <br />COMMENCEMENT OF ANY CLEARING OR EARTHWORK. <br />5. ALL ACCESS ROADS AND DRIVEWAYS SHALL HAVE A <br />MAXIMUM GRADE OF 15% TO MEET TRAFFIC STANDARDS. <br />