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LINE <br />TABLE <br />Line # <br />Length <br />Direction <br />L1 <br />12.04 <br />N81' <br />11' <br />29.35"W <br />L2 <br />18.76 <br />N20' <br />33' <br />20.80"W <br />L3 <br />18.26 <br />S82' <br />41' <br />59.35"E <br />L4 <br />19.50 <br />N80' <br />43' <br />42.35"W <br />L5 <br />2.71 <br />S54' <br />16' <br />17.65"W <br />L6 <br />80.95 <br />N9' <br />16' <br />17.65"E <br />L7 <br />122.10 <br />N7' <br />49' <br />57.61 "E <br />L8 <br />2.75 <br />N35' <br />43' <br />42.35"W <br />L9 <br />21.60 <br />N80' <br />43' <br />42.35"W <br />L10 <br />21.03 <br />S67' <br />50' <br />44.62"W <br />L 11 <br />16.75 <br />S82' <br />20' <br />04.38"E <br />L12 <br />17.01 <br />N7° <br />25' <br />07.17"E <br />L 13 <br />12.48 <br />S82° <br />24' <br />47.41 "E <br />L14 <br />3.75 <br />N51' <br />39' <br />51.97"E <br />L 15 <br />15.23 <br />N 18' <br />32' <br />22.95"W <br />L16 <br />30.49 <br />S9' <br />34' <br />13.55"W <br />L 17 <br />3.95 <br />S80' <br />25' <br />46.45"E <br />L 18 <br />14.00 <br />N 18* <br />32' <br />22.95"W <br />L19 <br />9.00 <br />N71° <br />27' <br />37.05"E <br />L20 <br />20.47 <br />S 18' <br />32' <br />22.95"E <br />L21 <br />9.00 <br />N71' <br />27' <br />37.05"E <br />L22 <br />16.00 <br />S 18' <br />32' <br />22.95"E <br />L23 <br />9.09 <br />N5' <br />05' <br />14.53"W <br />L24 <br />2.77 <br />N80' <br />25' <br />46.45"W <br />L25 <br />1 1.73 <br />S 18- <br />32' <br />22.95"E <br />PROPOSED CITY OF <br />EVERETT WATER EASEMENT A <br />4 <br />• \ SEWER EASEMENT ' .4 <br />NO. 870076 <br />870077 <br />-�--��, 870078 a <br />13 870079 <br />" <br />C3 4. <br />S <br />�L8 <br />I •E� <br />..rya <br />L38 - a. <br />L39 C5 C8 _ <br />4 <br />L40 ° <br />L37 e L41 L15 <br />• C9 r p. <br />L36 L42 L16 ,' <br />f L20 ' <br />L43 ,'r <br />L 19 , <br />® L44 ' <br />L` L21 ' L23 <br />�p L22 <br />-L34 0 C6 '� <br />t� L 17 C7 � <br />o ,' C 10 <br />, <br />L45 ✓ <br />a C i 3 <br />oed r <br />, <br />�*• x L24 ; <br />- C 12 , -` <br />L29 C 11 <br />L28 <br />L25 <br />f <br />K L32 ' L27 <br />22 o o C 14 L26 <br />N- ___ _ L31 r' <br />2 --------------------------- C15 <br />- - ---- <br />iv <br />a ' Co <br />PUBLIC TRANSPORTATION EASEMENT d L2 - <br />N0. 200807250218 C1 <br />®_. L1 <br />a 4- <br />STREET EASEMENT _50 85, 2 9d coe. <br />NO. 8806070036 <br />8806100156 <br />9205260230 $0.66' 1 a 4 a . <br />PROPERTY PROTECTION NOTE: _ _ a <br />89""''.-- <br />THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE, INTERFERENCE AND _ -- f <br />04 <br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK. IF �` - - <br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR _ 118.85- <br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE ---__ <br />CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED. <br />EASEMENT NOTE <br />THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE <br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE <br />COMPANY NO. NCS-1067959-OR1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT <br />SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE <br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS. <br />UTILITY PROTECTION NOTE <br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO <br />COORD AT T P R <br />LINE <br />TABLE <br />Line # <br />Length <br />Direction <br />L26 <br />9.00 <br />S71' <br />27' <br />37.05"W <br />L27 <br />30.61 <br />N80' <br />25' <br />46.45"W <br />L28 <br />19.26 <br />N18' <br />32' <br />22.95"W <br />L29 <br />15.05 <br />S9' <br />34' <br />13.55"W <br />L30 <br />44.91 <br />S80' <br />25' <br />46.45"E <br />L31 <br />2.83 <br />N54° <br />34' <br />13.55"E <br />L32 <br />98.00 <br />N80' <br />25' <br />46.45"W <br />L33 <br />2.83 <br />N35' <br />25' <br />46.45"W <br />L34 <br />49.00 <br />S9' <br />34' <br />13.55"W <br />L35 <br />2.83 <br />S54' <br />34' <br />13.55"W <br />L36 <br />37.81 <br />S80° <br />25' <br />46.45"E <br />L37 <br />19.63 <br />N9' <br />34' <br />18.00"E <br />L38 <br />1.41 <br />N54' <br />34' <br />13.56"E <br />L39 <br />24.87 <br />S80° <br />25' <br />46.47"E <br />L40 <br />5.00 <br />S9' <br />34' <br />13.20"W <br />L41 <br />3.00 <br />S80' <br />27' <br />16.45"E <br />L42 <br />15.63 <br />S9' <br />34' <br />13.43"W <br />L43 <br />31.31 <br />S80' <br />25' <br />46.45"E <br />L44 <br />2.83 <br />S35' <br />25' <br />46.45"E <br />L45 <br />49.00 <br />S9' <br />34' <br />13.55"W <br />CURVE TABLE <br />Curve # <br />Length <br />Rodius <br />Deito <br />C 1 <br />1.06 <br />1.00 <br />60.64 <br />C2 <br />6.51 <br />6.00 <br />62.14 <br />C3 <br />7.86 <br />3,00 <br />150.18 <br />C4 <br />1.57 <br />1.00 <br />90.17 <br />C5 <br />5.30 <br />2.00 <br />151.89 <br />C6 <br />4.71 <br />3.00 <br />90,00 <br />C7 <br />6.18 <br />3.00 <br />118.11 <br />C8 <br />4.12 <br />2.00 <br />1 18.1 1 <br />C9 <br />35.50 <br />27.00 <br />75.34 <br />C 10 <br />8.45 <br />3.00 <br />161.46 <br />C 11 <br />4.50 <br />3.00 <br />85.96 <br />C12 <br />6.18 <br />3.00 <br />118.11 <br />C 13 <br />5.30 <br />2.00 <br />151.89 <br />C 14 <br />7.85 <br />5.00 <br />90.00 <br />C 15 <br />7.94 <br />5.00 <br />90.97 <br />A=1.29'56" <br />R=5756.21' <br />L=150.59' <br />1 UTILITY EASEMENT <br />NO. 200811250386 <br />A <br />Q MEASUREMENT FROM SOUTH PROPERTY LINE TO FINISH 1� MEASUREMENT FROM SOUTH PROPERTY LINE TO CENTER <br />FACE OF BUILDING CORNERS. BUILDING IS PARALLEL TO OF FUEL CANOPY COLUMNS. FUEL CANOPY IS PARALLEL <br />SOUTH PROPERTY LINE. DIMENSIONS FROM SOUTHWEST TO SOUTH PROPERTY LINE. DIMENSIONS FROM SOUTHWEST <br />PROPERTY CORNER ARE ONLY ACCURATE TO BUILDING PROPERTY CORNER ARE ONLY ACCURATE TO CENTER OF <br />CORNERS AS SHOWN. FUEL CANOPY COLUMNS AS SHOWN. <br />IN E WI H U vEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL <br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER <br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK <br />PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES. <br />UTILITY CONFLICT NOTE: HORIZONTAL CONTROL NOTE: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, CONCRETE PADS <br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON THESE PLANS STAKED <br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS <br />SHALL INCLUDE CALLING UTILITY LOCATE CAD 811 AND THEN POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES <br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S <br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., <br />OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL <br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. <br />Sr � <br />IM <br />0 10' 20' 40' <br />SCALE: 1 "=20' <br />® Know what's below. <br />p Call before you dig. <br />e <br />Dial 811 <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA 98032 <br />425.251.6222 <br />barghausen.com <br />BCE #20996 <br />Cc <br />N <br />Ln <br />ao <br />W <br />Z V <br />W <br />U <br />J <br />W <br />LL. <br />LL. <br />O <br />V) <br />Z <br />0 <br />(f) <br />Li <br />U <br />T <br />0 <br />m <br />in <br />c <br />o <br />C <br />o u <br />N <br />N 0m <br />L <br />_ <br />w ° <br />0E <br />°0 m <br />° <br />- <br />to v., <br />=s <br />Q5 <br />z as <br />U��o <br />� <br />Ora <br />LL <br />O ro- <br />Qmo <br />O ; � <br />U O00 aiN0oo <br />� �pnM'1 <br />CCnNf- <br />�N EY ^n <br />O o r.y <br />Yw W) pe) <br />,6 '0 <br />O o C x <br />Imo- Ma°a4° <br />S <br />QF W A S,y�y�� <br />• <br />rn <br />28527 <br />e, �/ S T <br />'�!aNA L E� <br />10/15/211 <br />m <br />O <br />in <br />F- <br />a <br />�- <br />Nix <br />W <br />a <br />o <br />F�o <br />I - <br />Project #: 20996 Store #00852 ; <br />Designed <br />By. ADW <br />Drown By: ADW <br />Checked By. CJR <br />r <br />Date: <br />10-15-2021 <br />Scale: <br />1" = 20' ' <br />Disk File: <br />P <br />20996-H.dwg <br />lulnrlal• <br />' <br />4919 EVERGREEN WAY t <br />EVERETT, WA 98203 <br />HORZ. CONTROL PLAN <br />QFC <br />FUELING FACLITY < <br />rowing No.: i <br />t <br />C.1 Of 1 ` <br />t <br />t <br />t <br />C <br />C <br />iJ <br />0 <br />N <br />D <br />V <br />r <br />D <br />