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O� <br />S <br />�\ <br />30+00 CIL OR RDv <br />—SS <br />S� xo UUT: 539.00 <br />� G�L° O�°� s• <br />i 'PF6 �9�c'9�i <br />O� GAF <br />F,p sTo F+ n9ti �tiJ � <br />G <br />CB#s — <br />TYPE 2-4870 W/SOLID LOCKING LIDy I <br />(PER COE STD DWG 405)I— <br />v <br />I . _ Orr <br />LC,s <br />st0,7�F.7 c <br />? I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Know what's below. <br />Call before you dig. <br />UTILITY CONFLICT NOTE.• <br />550 <br />540 <br />WWI <br />520 <br />30+00 <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 />/.04c,& -v <br />r1kT <br />co�sT��sTo <br />o �qr <br />30+50 31 +00 31 +50 32+00 32+50 33+00 <br />HOLLY DRIVE PROFILE <br />HORIZ. SCALE: 1 `30' <br />VERT. SCALE: 1 "=3' <br />SW 114, NE 114, SEC. 23, T.28 N., R.4 E., W.M. <br />CITY OF EVERETT, WASHINGTON <br />O h <br />r <br />6' <br />FO <br />4 <br />o TOP: 551 00 '?� �P� �? c�As C <br />�;�� <br />�ssIry I <br />LINIFENCCEEpff 1 <br />33+50 <br />I <br />I <br />I <br />1 <br />I <br />I <br />—ASD — — SD — — <br />SD <br />Wloe <br />� J i 35+00 <br />C 1 _ _ _ <br />loo, <br />S —� SSA s SS SS <br />34+00 <br />rJ\�SsA� <br />srsts�r? <br />2 <br />34+50 <br />I OOQ <br />I 00 <br />I 60 <br />I � <br />I <br />I <br />I <br />I <br />I <br />35+00 <br />X C� <br />o SCALE: I " = 30' <br />00 1 , <br />30 15 0 30 60 <br />NEW EX. <br />R/W 5P R/W <br />TO BE <br />DEEDED <br />30' EX. R/W <br />540.74 540.75(A6 <br />: 540.24 540.25(A6 <br />40.12(AB) � <br />-2;&0.6X(AB) <br />R"P DETAIL <br />SCALE. 1 `10' <br />(PER COE STD DWG 319) <br />q R/W / q RD <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 07/29/2024 <br />Permit Inspector <br />4 <br />EX. 20' R/W <br />18' <br />EX. 7' <br />CONCRETE EX. 0.5' <br />SIDEWALK CURB <br />16' EXISTING <br />4.5' TRAVEL LANE <br />29 <br />f2.09 MATCH SLOPE 1' MIN. INSIDE EXISTING <br />SAWCUT - NEAT LINE CUT, CLEAN HEAT AND TACK EDGES WITH <br />SEALER CSS-1 AND SEAL WITH AR4000 AND SAND. SAWCUT <br />SHALL BE 1 FF. MINIMUM INSIDE THE EXISTING EDGE OF <br />PAVEMENT. 4 FF. MINIMUM SECTION REQUIRED. <br />9 12" STORM PIPE 1 HOLLY DRIVE(SECTION A -A 08) <br />NOT TO SCALE POSTED SPEED = 25 MPH <br />TYPICAL MINOR COLLECTOR ARTERIAL IMPROVEMENT -URBAN AREA <br />N- <br />RAMP DETAIL <br />SCALE. 17-10' <br />(PER COE STD DWG 319) <br />R/W <br />