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'T- FOUND REBAR & CAP, <br />ILLECIBLE <br />0.13'S X 0.15 E <br />l <br />24 <br />I <br />I <br />I� <br />I <br />I <br />I <br />I <br />I <br />22' <br />28' <br />50' <br />I <br />BLOCK 13 <br />/» <br />FRI DAY'S FIRST ADDITION TO EVERETT <br />I L=36.77' VOL. 3, Re 34 <br />I R=183.10, <br />L --11 °30'20 <br />FOUND REBAR & CAP <br />SSMH \ 'ORA 19583, 18924, 32432' FOUND 3/4" IRON PIPE <br />RIM 182,75' 0.10'S X 0.09'E ROCKERY 22 0.22S X 0.14'E rn <br />IE 36" (N,S)=166.93'- APPROV EAST EDGE EX. t <br />BLOCK \ FUD EASEMENT AFN� HOUSE <br />T9812280918 CARPORT <br />FRIDAY'S SECOND ADDITION TO EVERETT <br />i� <br />\ '088°57'17"E 147.48' d <br />� _ _ N88°57'17"E 72.00' <br />VOL, J , �' coA CCOOCC CCC / C,ONC WAL <br />CONC WALL <br />CL CURVE DATA i / �� � I P � — — — — — — -��� � 1 <br />L=181.70' / j . ,� � POWER � M-82-- \ <br />R=153.10, T P VAULTS <br />a=67'59'56" <br />182- — <br />I 20 <br />SSMH \ \ R=183.10' l <br />RIM 18E 12; _ <br />IE 36" (N,SW)=16&54 <br />S <br />CB T <br />RIM=185.14' <br />IE=I81.0I' (12" PVC E) <br />CB T-2 W/OIL WATER SEP. <br />RIM 180.4 14' S <br />rE=180.40' (12" PVC NW) <br />IE=180.35' (12" PVC S) <br />IE=180.60' (12" PVC OUT SE) / <br />9 <br />l <br />n <br />`l _____ <br />_ c <br />-„ f <br />A <br />EX. ROCKERY <br />Ste' & STAIRS <br />AS STUB <br />/ \ <br />%STOP " 1 8 GMARKER ® BE <br />SIGN G <br />—_ <br />\ ' I I O <br />S �,=25.00' <br />4° 16' 14' \ ( Q P <br />CB T-2 <br />RIM=187.10' "BUS STOP" -% <br />a IE=181.25' (12" PVC 1V) J�� d FOUND TACK & WASHER \ \ I SIGN d V P c <br />IE=181.30' (12" PVC E) \ IN LEAD '19631', a10, SOUTH \ \ JFOUND REBAR / - <br />p d /A— & CAP '19631'/ a a . , I ca STOP R <br />L=53.07 <br />R--66.40' N88°5706"E 1 8.03' SIGNAL POLE/ <br />1 d d <br />I PCIITPOLE �> CROSSWALK <br />I`y=45"47'37" d � CURB., CUT. a� _______-_r��-------------_ _ <br />c� CB 1456 <br />1 <br />I <br />PROJECT BENCHMA <br />o CITY OF EVERETT <br />c STATION V029. <br />z EL <br />m <br />=175.63' <br />FIRE SIGNAL POLE <br />LIGHTPOLE <br />I <br />\ T <br />'I <br />I <br />T c <br />7P, BAR ` <br />� a <br />zt <br />o� <br />o � <br />cR),' <br />of <br />II \ <br />cv <br />SIGNAL POLE, <br />- LfGHTPOLE <br />INLE <br />\\ RIM= <br />D I-Eil I E=1 <br />MC <br />ur <br />WATER if LANE STRIPE` 37T ST <br />T <br />I <br />n <br />- <br />\ <br />:6,,171 VAULT ° <br />p� <br />Y? <br />QD <br />o <br />W <br />W <br />— _--- = u"-,,, ,,, — 7'45 "E 179.67' <br />--- r <br />— <br />j <br />-22.D0, <br />o <br />l�/ <br />CB 1457I <br />r <br />CROSSWALK <br />I CB 1459 <br />SIGNAL POLE, <br />EX, 6" WM <br />LIGHTPOLE <br />S <br />— <br />SQ <br />FIB![ <br />CA' <br />INLET BA. <br />RIM=177, <br />IE=176.3, <br />r*, <br />r INLET BASIN <br />o RIM=178.46' <br />rn C IE=177.63' (6" DI NW) <br />INLET BASIN I m <br />RIM=178, 76' 12 <br />IE=177.72' (6" DI NE) I z <br />m <br />I <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 EXISTINE <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 />