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11 <br />/ • <br />BUT: 539.00 �� � <br />O / <br />Lv <br />c,jc `�P� �C .�' \ � � s�� . •.. � . >•. •" <br />s <br />(•. e <br />? 'pc p�'o���L�\\ O� OQ eQF`)�oFF+cn�s%iJ \ I I eve. • . . <br />s <br />539•00 W/THRU CURB INLET <br />535.00 <br />.00 sr 1 58.49 d- • <br />Nle <br />• ► \ . e <br />WN <br />>.9 +00 CAL OR RD <br />'- - - ; HOLLY E <br />� r (n O� <br />SS - <br />I / 32 i 00 <br />- o <br />TYPE 2-4870 W/SOLID LOCKING LIDy j <br />(PER COE STD DWG 405)LIS <br />S <br />\� S?�, .s? icy` <br />en <br />,pC',pA !y`s� <br />I �``s�s 6+� ��•`s� sty>� <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 />530 <br />MIA <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 />STA. 31 +87.79, 18.83 L <br />START CURB <br />EX. RAMPS) <br />A.b I CI-- C' <br />s613 <br />T <br />co�sTsTo <br />o �qr <br />oy <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 />r0 20 y° <br />pe <br />4 <br />o TO 551 00 ?� �P� <br />BOr 5 0 �s 6>�9i0 <br />Ll <br />�LZNC <br />k —ASD _ — SD — <br />SD <br />W / _c�i,_ <br />J? 35+00 — <br />j34'+0 0 Cle\ _ I SS S7 <br />_ S* -I ss s <br />\�• \\ - <br />33+50 <br />I <br />I <br />I <br />1 <br />I <br />I <br />5r <br />34+00 <br />rJ\�SSA� <br />srsts�r? <br />34+50 <br />35+00 <br />X C� <br />o SCALE: I " = 30' <br />00 1 J— I I i <br />30 15 0 30 60 <br />540.74 540.75(A6 <br />: 540.24 540.25(A6 <br />4 <br />i <br />NEW EX. <br />R/W R/W <br />5 <br />TO BE I <br />DEEDED 30' EX. R/W <br />RAMP DETAIL <br />SCALE. 1`- 10' <br />(PER COE STD DWG 319) <br />q R/W / q RD <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 />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 />RAMP DETAIL <br />SCALE. 17-10' <br />(PER COE STD DWG 319) <br />R/W <br />