Laserfiche WebLink
3 <br />N <br />I <br />E 0 <br />pq <br />0 15' M. so- <br />SCALE: 1 "=30' <br />30' X 70' SNOPUD / <br />WPC EASEMENT 2048683kk <br />A. <br />HORIZONTAL CONTROL PLAN <br />FOR <br />CHICK-FIL-A EVERETT <br />SECTION 18, TWP. 28 N., RGE 4 EAST, W. M. <br />EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON <br />$ I <br />I <br />40' HIGH VOLTAGE `' L <br />/EASEMENT s <br />30' X ]0' SNOPUD <br />/I <C EASEMENT 1395231 <br />EASEMENTrn - -' C9 LI1 <br />'}� Z 1 �20 5' SNOPUD i <br />N 4 ANCHOR EASEMENT <br />o u n 5 4ry <br />C3 wv. Via/ ML35 (yry �7z L22 <br />p <br />L37 <br />i i�;5 fC ..' ♦ . , <br />C <br />/ 4 4 <br />a; <br />a <br />C fM f� o; ¢ <br />25' m <br />ly <br />:n 1 rr m :L <br />L30 0 q}44 ❑ m <br />38 n <br />C1�9 _L31-Gtia o�L339 <br />41 <br />ell <br />L n� 44�h�L2] C2ct'x L24. <br />e <br />u 39 1x <br />\f J L16J L25 . <br />M1 <br />UBAN <br />EMENT oa, h ..1► .: <br />TRAIL EAST ., �.- <br />20 INTER <br />oj ;--------------------------------------------------------------------- - <br />B V Cl4 <br />x <br />N 28'29"E 269.24' <br />�q 7 /7 T////T/7-/7-/ T/ 7-17-7 7-7 17 /7 /r/-j <br />HORIZONTAL DATUM: <br />NAD 83/91 <br />A BASIS OF BEARING: <br />SOUTH 0037'38" WEST AS MEASURED BETWEEN THE SNOHOMISH COUNTY CONTROL POINT 2033, BEING A FOUND <br />TRACK IN LEAD ON THE SOUTH CURB OF 196TH ST. AND SNOHOMISH COUNTY CONTROL POINT 2023, BEING A <br />3" INCH BRASS DISK SET IN CASE. <br />VERTICAL DATUM: <br />NAVE 88 <br />VERTICAL BENCHMARK: <br />SNOHOMISH COUNTY CONTROL POINT 2033 BEING A FOUND TRACK IN LEAD ON THE SOUTH CURB OF 196TH ST. <br />HAVING RECORD ELEVATION OF 390.23 US FEET. <br />I I <br />I I <br />I I <br />I <br />I I <br />I I <br />I <br />` II II <br />j <br />Q I <br />J <br />I <br />J <br />I <br />� II <br />U <br />�I Lu <br />3 <br />I I <br />I <br />I7' STRIP ALONG PUD <br />UNDERGROUND LINES <br />EASEMENT 8003050193 <br />I <br />I I <br />----t-----' <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />0 <br />HORIZONTAL CONTROL NOTE: <br />HORIZONTAL CONTROL DIMENSIONS FOR THE BUILDING ARE SHOWN FROM THE NORTHEAST <br />Q PROPERTY CORNER TO THE FACE OF STUD AT THE BUILDING CORNER. THE BUILDING IS NOT <br />PARALLEL TO A PROPERTY LINE. <br />LINE <br />TABLE <br />Line If <br />Length <br />Direction <br />L1 <br />18.00 <br />S27 <br />26' <br />27.900E <br />L2 <br />17.61 <br />N20' <br />26' <br />27.90"W <br />L3 <br />66.50 <br />SET <br />33' <br />3210"W <br />L4 <br />17.56 <br />S2V <br />26' <br />27.90"E <br />L5 <br />146.84 <br />SIT <br />OD <br />00.000E <br />L6 <br />25.11 <br />N20' <br />26' <br />27.90"W <br />L7 <br />17.52 <br />S20 <br />36' <br />09.410E <br />L8 <br />123.96 <br />S69' <br />32' <br />36.82"W <br />L9 <br />35.61 <br />NET <br />27' <br />46.32lW <br />LIO <br />30.89 <br />NO' <br />00' <br />00.000E <br />Lll <br />15.00 <br />NINE <br />00' <br />00.000E <br />L12 <br />153.00 <br />NO' <br />00' <br />00.000E <br />L13 <br />173.64 <br />N90' <br />00' <br />00.00"E <br />L14 <br />1.32 <br />N13' <br />32' <br />32.561W <br />L15 <br />15.00 <br />NO' <br />00' <br />00.00"E <br />L16 <br />18.26 <br />N90' <br />00' <br />00.00"E <br />L17 <br />14.44 <br />NO' <br />00 <br />00.000E <br />LIB <br />147.34 <br />NET <br />59' <br />59.920E <br />119 <br />158.65 <br />NO' <br />09' <br />42.13W <br />L20 <br />55.66 <br />S69' <br />33' <br />32.10"W <br />CURVE TABLE <br />Curve / <br />Length <br />Radius <br />Della <br />Cl <br />9.49 <br />15.00 <br />36.27 <br />C2 <br />7.53 <br />3.00 <br />14373 <br />C3 <br />5.39 <br />3.00 <br />102.89 <br />C4 <br />4.32 <br />100 <br />8139 <br />C5 <br />18.27 <br />20.00 <br />52.34 <br />C6 <br />28.94 <br />17.98 <br />92.24 <br />C] <br />9.71 <br />3.11 <br />180.00 <br />CS <br />11.95 <br />10.00 <br />68.46 <br />C9 <br />0.35 <br />1.00 <br />2032 <br />C10 <br />1.23 <br />0.50 <br />141.43 <br />C11 <br />25.05 <br />19.99 <br />71.79 <br />C12 <br />54.98 <br />35.00 <br />90.00 <br />C13 <br />10.84 <br />6.00 <br />103.54 <br />C14 <br />1174 <br />7a3 <br />8587 <br />C15 <br />4.64 <br />3.00 <br />88.54 <br />C16 <br />5.93 <br />3.00 <br />113.16 <br />Cn <br />15.76 <br />00o <br />901.29 <br />C18 <br />1 23.23 <br />1 20.00 <br />1 66.54 <br />LINE <br />TABLE <br />Line / <br />Length <br />Direction <br />L21 <br />3.16 <br />SO' <br />00' <br />00.000E <br />L22 <br />14.99 <br />S8T <br />59' <br />24.34"E <br />L23 <br />117.52 <br />ST <br />01' <br />01.05'W <br />L24 <br />14.90 <br />N90' <br />00' <br />00.001Y <br />L25 <br />57.00 <br />N99 <br />00' <br />00.00Y/ <br />L26 <br />15.00 <br />NO' <br />00' <br />00.000E <br />L27 <br />100 <br />SET <br />59' <br />11.25W <br />L28 <br />14.93 <br />S89' <br />51' <br />26.96"E <br />L29 <br />57.00 <br />NV <br />04' <br />15.500E <br />L30 <br />15.00 <br />NET <br />59' <br />25.44"W <br />L31 <br />10.53 <br />N90' <br />00' <br />00.00"E <br />L32 <br />51.08 <br />SO' <br />00' <br />00.000E <br />L33 <br />13.90 <br />SET <br />33' <br />32.10"W <br />L34 <br />24.93 <br />SET <br />33' <br />32.101Y <br />L35 <br />15.08 <br />N90' <br />00' <br />00.000E <br />L36 <br />9.50 <br />NIT <br />04' <br />15.501E <br />L37 <br />14.]8 <br />N90' <br />00' <br />00.000E <br />L38 <br />31.50 <br />N90' <br />00' <br />00.000E <br />L39 <br />31.50 <br />N90- <br />00' <br />OOJOO Y <br />CURVE TABLE <br />Curve I <br />Length <br />Radius <br />Delta <br />CIS <br />31.42 <br />20.00 <br />90.00 <br />C20 <br />13.47 <br />7.00 <br />110.28 <br />C21 <br />18.21 <br />15.00 <br />69.56 <br />C22 <br />4.71 <br />3.00 <br />89.99 <br />C23 <br />4.89 <br />3.00 <br />93.18 <br />C24 <br />4.71 <br />3.00 <br />90.00 <br />C25 <br />12.M <br />176 <br />91.08 <br />C26 <br />5.63 <br />3.01 <br />107.13 <br />C27 <br />6.23 <br />3.00 <br />118.93 <br />C28 <br />10.66 <br />10.00 <br />61.07 <br />C29 <br />15.57 <br />10.00 <br />89.19 <br />C30 <br />12.14 <br />10.00 <br />69.56 <br />C31 <br />1173 <br />6.00 <br />111.98 <br />C32 <br />4.63 <br />3.00 <br />88.47 <br />C33 <br />4.96 <br />3.00 <br />94.77 <br />C34 <br />8.49 <br />7.00 <br />69.49 <br />C35 <br />7.07 <br />2.25 <br />180.00 <br />C36 <br />7.07 <br />2.25 <br />180.00 <br />w. <br />KnowCall before <br />you <br />p C811 before you dig. <br />Dial 811 <br />E <br />a W- <br />OQOO <br />go00 <br />��OGO�o <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia 30349- <br />2998 <br />D [i] <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA.98032 <br />425.251.6222 <br />barghausen.com <br />C 06 <br />Q <br />JJWJ <br />U. J LL 00 <br />LLI I- <br />>00 <br />LU <br />�� �IX <br />0 > wool <br />B N J W W <br />i> Q�w <br />VW 2RTTM,w <br />FSR#04669 <br />BUILDING TYPE I SIZE'. <br />RELEASE: <br />REVISION SCHEDULE <br />NO. DATE DESCRIPTION <br />CONSULTANT PROJECT% 21637 <br />PRINTED FOR <br />DAM 4/26/2022 <br />A DRAWN BY AGE <br />Iron"HImSe a HIS moon and in dI lInn a. <br />lovedmennod SHEET <br />HORIZONTAL CONTROL <br />PLAN <br />SHEET NUMBER <br />C2ml <br />4 1 3 1 2 <br />1 <br />