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SSMH <br />RIM 182.75' <br />BLOCK 3 IE 36" (N;S)=166.93' <br />FRIDAY'S SECOND ADDITION TO EVERETT <br />VOL. 3, P. 56 <br />CL CURVE DATA <br />L=181.70' <br />CONTRACTOR TO LOCATE AND POTHOLE R=153,10' <br />EXISTING UTILITIES. UTILITIES SHALL HAVE 4=67`5956" <br />ADEQUATE COVER, AFTER DEVELOPMENT, <br />BASED ON THE UTILITY PURVEYOR <br />STANDARDS. <br />SSMH <br />RIM 186.12' <br />IE 36" (N,SW)=168.54' <br />CB T-1 <br />RIM=185.14' <br />IE=181.01' (12" PVC E) / <br />CB T-2 W/OIL WATER SEP. <br />RIM <br />RIM=18185.14' <br />IE=180.40' (12" PVC NW) / <br />IE=180.35' (12" PVC S) <br />IE=180.60' (12" PVC OUT SE), <br />i <br />CB T-2 <br />k g1' RIM=187.10' <br />IE=181.25' (12" PVC N) <br />IE=181.30' (12" PVC E) <br />i <br />• 0 <br />Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE.' <br />NW 114, SE 114, SEC,30, T.29N., R.SE., W.M. <br />SNOHOMISH COUNTY, WASHINGTON <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />22' r <br />FOUND REBAR & CAP, 50' / <br />ILLEGIBLE <br />0.13'S X 0.15'E / <br />24 <br />Qn <br />30' 30' <br />BLOCK 13 / <br />� ; r <br />/ <br />FRIDAY'S FIRST ADDITION TO EVERETT <br />\ R91 <br />�83-11 <br />=28'34' <br />V\. 4 <br />crnio nc0r11n1 <br />VOL. 3, P. 34 / <br />RAMP DETAIL - <br />R= 7 83.7 0' / / <br />A=11 '30'20" / <br />SCALE: 1 "=10' HORIZ, 1 "=1 ' VERT <br />,- <br />FOUND REBAR & CAP / <br />-- <br />'ORA 19583, 18924, 32432' FOUND 3/4" IRON PIPE / <br />0.1 O'S X 0, 09'E 22 <br />S' z <br />Z <br />.22'S X 0E <br />0.14' <br />EX ROCKERY SLOPE AREA TO <br />. <br />APPROX. EAST EDGE �jPROPERTY LINE <br />PUD EASEMENT AFN CARPORT HOUSE / _ I <br />9812280918 <br />17'E 147.48, <br />72.OQ ' <br />190 <br />C <br />N— E <br />WWA <br />EX. ROCKERY <br />& STAIRS <br />GAS TU (W BE REMOVED) <br />_ MAR <br />G <br />f do <br />Iru <br />I 1 � P <br />I I to O <br />/ <br />R=66.40N88°57'06"E \138.0 SN VUNA� <br />=45'4737 ° CURB. CUT <br />LANE STRIPE ''y�'i�1T / `p6 I IGH�P <br />a. <br />\ 37TH STR i <br />1� ,i r•-m <br />w I <br />uEASEMENT FOR--' <br />STREET AND SW <br />_ /-- - <br />DEDICATED TO d _ <br />CITY OF EVERETT 1 — , \ , , $ 7'45"E V9 667'--—`�---- - <br />N83°45'20 "E �S / " d <br />--- / MSE WALL <br />-- / TOP=184.0 0 <br />/ TOE=181.0 l <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 @ 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 />6.77' <br />5.00' <br />4'16'14 <br />d <br />PROPOSED <br />MSE WALL <br />TOP: 188.0 <br />TOE: 184.0 d <br />WATER <br />VAULT <br />TO CONFORM TO RAMP DETAIL <br />SIDEWALK <br />SCALE: 1 =10' HORIZ, 1`--1' VERT <br />P <br />1BpY TOP" 0 <br />° P � <br />FOU D B R <br />CAP '1 1' ° <br />� � STOP R <br />PO E/ <br />OE ° � <br />CROSSWALK <br />CB 1460 <br />L ' / CB 1456 <br />CB 1458 <br />mW / \ <br />o CB 1457 \ <br />CROSSWALK CB 1459 <br />SIGNAL POLE, EX. 6" WM <br />LIGHTPOLE <br />�r <br />® w <br />a <br />r <br />INLET BASIN <br />RIM=178.76' <br />IE=777.72' (6" DI NE) <br />m <br />175 <br />SCALE: 1" = 20' <br />20 10 0 20 40 <br />N <br />O <br />Ri <br />O <br />O_ <br />J_O <br />r <br />NO <br />N <br />r� <br />Q <br />Q <br />� <br />O � <br />m <br />O <br />O <br />U <br />Ca <br />W <br />�f- <br />-F <br />cr <br />CJcr- <br />w <br />Q <br />co <br />1.50 <br />3 <br />1.85% <br />.00q <br />TREN134 <br />DRAIN I <br />S7A: 1 <br />-41.73 <br />RIM: 1 <br />1.6 C4.� <br />N <br />N N <br />DO <br />co <br />190 <br />:r <br />175 <br />9+50 10+00 10+50 11 +00 11 +50 <br />GARAGE ENTRANCE PROFILE <br />SCALE: 1 "=20' HORIZ, 1 "=2' VERT —� <br />