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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> CONSTRUCTION NOTES <br /> } O u) <br /> m � <br /> OSAWCUT, REMOVE, AND REPLACE EXIST. AC c <br /> PVMT. <br /> 57 I III O CEMENT CONCRETE CURB AND GUTTER TYPE <br /> 1,030 SF ' ° 59 60 61 62 63 F+] A-1 PER COE STD. DWG. 307 <br /> 1,291 SF 1,291 SF 1,845 SF <br /> R y S <br /> 3 4 5 6 CEMENT CONCRETE SIDEWALK PER COE STD. <br /> 1,607 SF k <br /> 1.291 SF 1,291 SF 1,291 SF - 1,056 = <br /> I III DWG. 312 <br /> A I 7g� <br /> y � I O CEMENT CONCRETE DRIVEWAY RAMP TYPE-3 <br /> EXIST. W TER ME E d"_ Q 4 PER COE STD. DWG. 317 w <br /> YT_ESA1._IN_FAVOR OF CITY OF EVERETT s -O - I _ 74 SR B <br /> _ ER_MOVEDidN \ � _( <br /> _ I EXIST. OVERHEAD ,°----- -- - ` ------ SAPPED ---- - --- -- -- I S�--- --- NOTES., a <br /> --- <br /> POWER LINE ( •) - t ------- ------- ----7---- -- -- - - - - ------- -�_ a 3 0 <br /> _ 1ST. PRWA LIGHT i 6T <br /> LE t0 RE OVED .0T SMT. IN FAVOR OF p <br /> � - - - - - _ 464 1. ALL DIMENSIONS REFERENCE FACE OF CURB, m o <br /> OF EVERETT _ - FINISHED PAVEMENT EDGE AND/OR w m <br /> ARCHITECTURAL BUILDING GRID LINE UNLESS a <br /> OTHERWISE NOTED <br /> q ° 2. ALL FINISHED PAVEMENT SURFACES SHALLMATCH a OF OP ° OP OPi OR OP OPT OP _� �-- `�'� <br /> �� OP OP° vW W PAVEMENT ATnONS OF ADJACENT EXISTING VERTICAL <br /> 1 2 STA 103+59.60, 39.20 T __�____ _ -- - ---P W W OF W OF OP <br /> -SVO�I yO. EGIN A� --_ - STA 106+01.29, 39.20'LT - SAW CUT JOINT. z <br /> o 1 EXIST. POWER POLE TO REMAIN SVO SVO SVO S - - SVO AF1 n i 2 - TRAC 999 - <br /> °� O BEHINSDEW LK T VO S BEGIN SVO ,,0 S&UTILITIES <br /> STA f02+ 5.86, L7T LT ce ysszl, r1PE I - � 4a <br /> BEG 5 <br /> IN 3 RIM EL=4 .s3 STA�705+ 0, 38.6 'LT o LELK <br /> 8'comc(E)1=aa2 s0 1 2 END <br /> PAVEMENT LEGEND <br /> c <br /> �, f <br /> STA 102+15.86, 0.00'LT SHELTER AIQ ssMH gssl - "� <br /> i 3 RIM EL=48.s7 a H --- TYP. ARTERIAL PAVEMENT SECTION o <br /> BEGIN SDWK. TR SITION CONCRETE PAD, SEE z <br /> 9THA . G.102 8"CONC(N)1=470.3� _ <br /> 103+0 104+00 - 486 <br /> ---{- - I- 105+00 1 ,, TYP. CEMENT CONC. PAVEMENT o P e <br /> (MAJOR ARTERIAL) Q - - 0 - + - 107i 00 W <br /> - 'OFg Lit <br /> o y7 <br /> s a <br /> W WD W W W W W W _W_ _W 'I W W W <br /> W W W W W THE AS-BUILT INFORMATION <br /> STA 103+64.60, 39.21'LT OS S - S S W SAHOIWND N THIS <br /> PLAN <br /> IS PER <br /> MED <br /> O 2 END <br /> STA 104+ 3. 4, 79 L 6.29 39.20'LT <br /> SS SS SS S SS BY MEAD GILMAN ASSOCIATES <br /> --- --- \ BEGIN - - m SS '- -`SS SS SS AND/OR RECORD DATA <br /> PROVIDED BY THE <br /> M " CONTRACTOR. <br /> E, SE EPARATE PLAN SET STA 106+13.29, 39.2 'LT <br /> BY SNOHOMISH COUNTY PUD A D COORDINATE ALL 1 2 BEGIN <br /> SSMH J(5518 <br /> POWER-REVISIONS WITH SNOHO ISH COUNTY PUD. RIM EL=486.15 STA 106+18.29, ,9.19'LT <br /> 24_CONC(spE=476.75 1 2 o <br /> 0+94.17, 0.12'LT 24_C0Nc(N)IE=47E40 END 0 <br /> 4STA STA 106+59.20, 39.08'LT ca <br /> ce J/551& TYPE 2 INT 104+76.70 19TH AVENUE SE i 2 BEGIN z <br /> RIM EL=486.39 STA 106+91.75, 39.08'LT m <br /> 4"PVC(NE)IE=480.78 = 11+41.18 ROAD A 1 2 3 END 3 <br /> 81CONC(W)IE=(UNABLE TO MEAS.) <br /> 12"CPEP(N)IE=479.41 <br /> z <br /> O <br /> U <br /> 2 <br /> (n <br /> 0 <br /> O <br /> 2 <br /> O <br /> N <br /> LU w <br /> ----- -- - <br /> ---- ---- <br /> ---- ---- <br /> 48$ _ ---- ----- -- 485 Q <br /> IST. GROUND ELEV. III � a <br /> T ROADWAY¢ FINISHEI t GRADE cy <br /> AT LT. LOWLINE CONN. TO IST CONN. TO XIST. Q <br /> - -�-� TOP=478.5 TOP=477.4 <br /> --- -�--- Hnn - DWER N _�_480 480 Z <br /> O Q_ <br /> I T17- SE R FORCE MA, (TYP.) O C <br /> I 24 o2NtiN ^tiff �9 7 VJ U k <br /> TRACT 999 - Q m 0 w <br /> 475 w <br /> 475 =--I' J Z <br /> -- -- ---- ------ 5•BEND,9 TOP B 77.66 J TRACT 998 25 77 6 <br /> -- ---------- ---- ---- 5--- vc OP=47829Op LL <br /> --- -- -_ _ _ 6"DI FO CE MAIN p W v/ <br /> 470 5=0.0161 --_- -----__�_E -----_ _ 470 30 O 82 71 2 <br /> _C__ RACT 997 31 Q 83 70 ROAD n <br /> CLIENT <br /> MH1885SO3 S=0.022 ---- --- ------ <br /> IM=486.57 - --- __ - -_-_- <br /> E(s)=47D.27p) - --__ _____ s8LF a" vc 3s 88 ss PACIFIC RIDGE HOMES <br /> 0 465 E(N)=470.35( UT) ---- __ ---_- 465 -____ <br /> 5=0.022 / 17921 BOTH EVERETT HWY <br /> SSM 4 _ / - 37 SUITE 100 <br /> RIM=4 5.63 L 59 BOTHELL,VIA 98012 <br /> IE(W)= 66.84(IN) - (425)438-8444 <br /> IE(S)= 66.74(IN) <br /> 460 IE(N)= 66.74(OUT) 460 <br /> KEYMAP CIPIH <br /> 455 455 NOT TO SCALE <br /> CONSULTANTS <br /> SRe Planning•CIA Engineering <br /> e m XIST. GROUNDELEV.,®ROADWAY CL Landscape Archhecture•Land Use Consulting <br /> u,o FINISHED ADE®LTOWL/NE 11321-e NEIMI,Street <br /> 450 450 andaoa.WA 9U4,H2512es2590 <br /> o Y IWe.teh eeWA 9MI•(509)93]31 <br /> UI M N O o>O^ n n to h^ h V M N O> W n b h V h M N N O ww w.c pheonsu l to nts.com <br /> h h -h ro h h vi vi vi vi y: vi d: h o' PROJECT N0. <br /> �v o0 ao0 0132-21-028 <br /> n 0 5 10 <br /> DRAWING <br /> 102+80 103+20 103+60 104+00 104+40 104+80 105+20 105+60 106+00 106+40 106+80 107 VERT. IN FEET `+3.09 <br /> o 0 20 40 <br /> o <br /> HORIZ. IN FEET SHEEP 22 OF 45 <br /> a Cail n:torewale. 0z 2avH eonse hl,ua.All Rirn:Ro:ersoa. <br />