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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />590 <br />590 <br />595 <br />595 <br />590 <br />590 <br />HIGH PT STA: 81+05.18 <br />HIGH PT EL: 576.30 <br />LOW PT STA: 91+64.18 <br />PW STA: 80+99.53 <br />LOW PT EL: 571.31 <br />PW EL: 576.53 <br />PW STA: 90+96.73 PW STA:91+51.44 <br />z <br />AD: -3.88 <br />PW EL: 572.46 PW EL: 570.93 <br />z <br />L <br />2 <br />d <br />585 <br />585 <br />590 <br />K. 12.89 <br />590 <br />585 <br />AD. -0.79 AD:' 4.24 <br />585 <br />g <br />o <br />50.00' VC <br />K 25.16 K. 18.85 <br />cc <br />o <br />W <br />20.00' VIC 80. Do' VC p <br />W <br />W <br />3 <br />PW STA: <br />10+14.46 <br />^ <br />c� <br />`r <br />a <br />Y <br />z <br />Qi <br />z <br />o <br />z <br />3 <br />PW EL 567.31 <br />+ui +� <br />C) <br />�" <br />�� <br />cc«� t6�ah '}^pp <br />oto rnoaj*. <br />z <br />� <br />3 <br />0 <br />0 <br />a <br />o <br />LL <br />t0 <br />0 <br />580 <br />AD: <br />2.00 <br />580 <br />585 <br />_r. <br />a0n ao0 <br />585 <br />580 <br />p <br />o_^o� �� <br />+N +Ai +t�i 4 +"_onto,: <br />_trn�� i _Nrntri� <br />580 <br />o <br />o <br />m <br />it <br />K: i0.00 <br />op <br />o��r <br />rn� �i <br />h rn� � �� °'u? , <br />- <br />ZI <br />w <br />= <br />� <br />U <br />o <br />:Q <br />20.00' <br />VC <br />UU UU <br />». » <br />x <br />op M <br /><t <br />+11 <br />to W to W N W p 0= t] p t� W os 04 > <br />a <br />w <br />� <br />LU <br />on <br />co. <br />W W <br />mmUj <br />wC9 <br />.�l� <br />UU UU UU O <br />Off': <br />W W 2 II W <br />0]00 W W. (a CO Nam^ �CIS <br />w <br />ti <br />575 <br />Opp <br />+� <br />t0 <br />+^ <br />575 <br />580 <br />MQ <br />toxtt) <br />a t0 <br />p0` <br />_prn <br />580 <br />575 <br />---- <br />Z J <br />II w <br />Nn <br />-\ "� 1' -- <br />+ II _ II <br />- <br />575 <br />o <br />m <br />m <br />v <br />rn <br />ao <br />_ <br />...:OWN <br />o <br />'� <br />o to <br />__.-o... <br />N <br />OQo <br />0 <br />_ <br />/ o <br />��>I-'�41: <br />: :: :::: <br />:::: : :::: <br />:::: <br />: : :::: :: <br />o h <br />:::: : ::::Np^.... <br />'2.0018 <br />: <br />2IIW?IIW' <br />O <br />Z <br />`i <br />®®� <br />2 � <br />ti o w <br />EXIST. <br />GROUND AT <br />•�' 1.45 <br />r_ <br />to w w 2.38% <br />z u w <br />DRIVEWAY <br />( •) <br />W J. <br />570 <br />ZII lid <br />EXIST. GROUND AT <br />570 <br />575 <br />J-_- <br />- <br />- _-_ <br />- - - - - <br />-1.50X <br />- - - - - - -- - <br />575 <br />570 <br />570 <br />�0 <br />S� A <br />DRIVEWAY � (TYP.) <br />\ <br />V <br />- <br />- <br />�t ^ SD DRIVEWAY q (TYFINISH GRADE P.) <br />EXIST. GROUND AT <br />:� 12 <br />O0� <br />38� <br />-4.00% <br />TO EXIST <br />DRIVEWAY (TIP.) <br />O <br />565 <br />565 <br />570 <br />CB11979 <br />570 <br />565 <br />S� 1.68 <br />565 <br />°Fs� TT� <br />0 <br />FINISH GRADE AT <br />FINISH GRADE AT <br />5 TO VAULT <br />0.5 <br />ONAL <br />DRIVEWAY (TYP.) <br />CB300 TYPE 1-L <br />DRIVEWAY (TYP.) <br />RIM=576.06 <br />CB158 TYPE 1 <br />IE(12"W)=572.95 <br />CB305 TYPE 1 <br />CB155, TYPE 2-48" RIM -`=terra- 571.23 <br />CB25 TYPE 1 <br />RIM 5 574.7E <br />C8160, TYPE 2-48" <br />RIM-��571.68 IE(12"S)-56�3M 566.23 <br />THE AS -BUILT INFORMATION <br />560 <br />CB20 <br />TYPE 1 <br />RIM=56� 18- 567.16 <br />IE(12 E)=56 Bfr 564.56H <br />560 <br />565 <br />E(12'E) 3 - 573.33 <br />565 <br />560 <br />RIM-=r 572.77 <br />IE 12'N)=56&69 565.59 <br />560 <br />SHOWN ON THIS PLAN IS PER <br />RIM=56S <br />568 55 <br />573.30 <br />1E 121E=566fe565.75 <br />( ) <br />IE(18"W =565 3-565.07 <br />) <br />A FIELD SURVEY PERFORMED <br />IE(12"SE��� 564.34 54LF <br />lE 18T1-,5656A <br />i ) 565.40 <br />IE 18S6r3t565.07ter <br />( ) <br />BY MEAD GILMAN ASSOCIATES <br />IE(12"W)o342 <br />564.32 <br />D <br />AND/OR RECORD DATA <br />S=B 6120 <br />0.50% <br />PROVIDED BY THE <br />CONTRACTOR. <br />555 <br />555 <br />560 <br />560 <br />555 <br />555 <br />0 <br />is <br />z <br />EXIST. GRADE 0 DRIVEWAY (TYP.) <br />EXIST. GRADE ®DRIVEWAY ¢ (TYP.) <br />EXIST. GRADE I ® DRIVEWAY q (TYP.) <br />550 <br />FFINISHED GRADE ®DRIVEWAY q (TYP.)', <br />550 <br />555 <br />FINISHED GRADE ® DRIVEWAY q (TYP.) <br />555 <br />550 <br />FFINISHED GRADE ® DRIVEWAY C (TIP.)', <br />550 <br />3 <br />�I <br />SIN nl <br />00 <br />r7'. cc �.N 03 <br />N.eq N.^ �nl^ <br />ail <br />0) °)IN <br />0) 0 0) 2 a�'..N UI� ro' <br />O <br />a <br />co <br />ro'K <br />tp �' <br />Ln) <br />n' <br />Lc' Ln Ln <br />Imo' �In �.n �.n <br />�' �' <br />�'..N <br />�' <br />�' <br />�, <br />�In �In �.n <br />U <br />Ln <br />. <br />Flo �', <br />�', <br />`n �Itn Flo Flo <br />..^�'In <br />�.o �.o �.o <br />u7 <br />Ll . �.o <br />�.o �.o �.o `nlo LO <br />to <br />O <br />9+60 <br />10+20 10+80 <br />80+40 81+00 <br />81+60 82+20 <br />90+00 <br />90+60 <br />91+20 91+80 <br />0 <br />DRIVE A <br />DRIVE H <br />DRIVE J <br />z <br />to <br />HIGH PT STA: 6 4.70 1 <br />590 <br />HIGH PT EL: 574.70 <br />I <br />RECORD DRAWING <br />590 <br />PW STA: 61+58.13 <br />>- LOW PT STA: 60+54.55 <br />PW EL: 574.93 <br />This Record Drawing has been prepared, in part, <br />z <br />LOW PT EL: 573.65 <br />STA: <br />PW STA <br />z 60+45.85 <br />AD. -2.30 <br />34.75 <br />PW STA: 62+81.84 <br />based on "As -Built" information provided by <br />W PW EL: <br />573.47 <br />80.Do' VC <br />PW EL: 573.69 <br />others. Though the as -built information and this <br />585 <br />p AD: <br />K: <br />4.60 <br />8.69 <br />_ <br />'� <br />AD. -2.50 <br />32.01 <br />drawing are based on the best available <br />585 <br />V) <br />_K. <br />Lmu <br />40.00' VC <br />ao;1 <br />p oo <br />80.00' VC <br />information, no presumption should be made <br />to <br />x +�� <br />„� <br />LOW PT STA:: 64+22.67 <br />regarding the drawing's accuracy. <br />O <br />ro <br />rnQ N^' <br />p to <br />to <br />to o <br />0i4i <br />�' too <br />po f%jyj <br />m o p rn <br />+ +N <br />LOW PT EL: 569.85 <br />PW STA: 64+00.44 <br />Jim Knappert 12/13/2023 <br />w z a <br />580 <br />o a LO o r`r. <br />n <br />o N <br />_torn <br />>; <br />h _ t°fo > > <br />wLu <br />N r\ o _ � r� <br />oo too <br />PW EL: 569.53 <br />AD. 4.50 <br />Permit Inspector <br />580 <br />Q LU <br />+vy o-_tc <br />C) U <br />po <br />m <br />�N^ <br />�o <br />V V 00v U V <br />K: 17. 77 <br />V z <br />1 U U <br />o» <br />to U <br />„ > <br />±+ jj <br />o <br />o <br />» » <br />^n <br />80.00 VC <br />LL <br />w m m <br />tM ,^� W> <br />W <br />m m + w w <br />o <br />,� <br />EXIST. GROUND <br />AT <br />0 Q <br />cc <br />to w w <br />o + II <br />co <br />Z u <br />_ <br />COON � - <br />•r <br />.y <br />DRIVEWAY � (TYP.) <br />to �¢ <br />�L � <br />U <br />575 <br />-- - <br />330 <br />> <br />J <br />s- - <br />-- <br />-1.00% <br />- - --0"�,� <br />? ILW <br />+ -_ <br />+ <br />•+xrn <br />toa ao <br />575 <br />Z II W <br />- 1.30% <br />ttoi <br />- - �� <br />+ <br />� � � <br />-3 <br />Lii <br />tq <br />O' <br />�o w <br />FINISH GRADE AT <br />5DX <br />m m <br />w w <br />- - - -- _ <br />t i W W <br />(!i o <br />O <br />570 <br />DRIVEWAY (TYP.)17 <br />1.00% - - - - <br />- <br />- - <br />570 <br />0 <br />� <br />113LF 12" SO <br />� <br />TO SOUTH VAULT <br />142LF� <br />SD <br />Q <br />CB156 TYPE 1 <br />` <br />p <br />S- <br />CLIENT <br />RIM= ;; _.C5 573.42 <br />S-$` <br />- ]�� <br />565 <br />IE(12'E) - 568.98 <br />0.72% <br />565 <br />IE(8"W)=570.81 <br />TO CB155 <br />CB175 TYPE 1 <br />CB170 TYPE <br />1 m <br />FOUR CORNERS, LLC <br />RIM=571.47 <br />RIM-�vrB.vr <br />"570.84 <br />w <br />10900 NE 8TH STREET <br />IE(12N)=568.80 <br />IE(12"W) <br />g56772 <br />SUITE 1200 <br />CB165 TYPE 1 <br />IE(12S) <br />v¢i56774 <br />BELLEVUE, WA98004 <br />CB160, TYPE12-48em <br />RIM-569.84-569.47 <br />PHONE: (425) 453-9551 <br />560 <br />RIM�3 B} 572,77 <br />IE(121E)-567.2C 566.77 <br />570 <br />-S1LF 12 p <br />560 <br />IE(12'E)-566:fi� 565.75 <br />IE(12"W)=56�Z'B- 566.77 <br />SD <br />IE(18N)- §6&6P 565.40 <br />IE(61N)=567m.34r 567.27 <br />0 <br />S=1.78X <br />EXIST. GRADE ®DRIVEWAY (TYP.) <br />555 <br />FINISHED GRADE ® DRIVEWAY q (TYP.) <br />555 <br />C P H <br />o <br />�'N n'o <br />�'� <br />�'N �'to �'� <br />0) �'00 0) 2 �''o <br />N''to <br />n'In n to �'o <br />� <br />o''� <br />�' <br />CONSULTANTS <br /><F00 <br />LOM <F <br />eF <br /><F <F <br />M N N <br />O <br />O ai <br />O r O <br />O <br />1 <br />Site Planning CNiI Engineering <br />h <br />h <br />n l tin `n l LO <br />� � h h h <br />h <br />,^� n l tLto o <br />n <br />Landscape Architecture Land Use Consulting <br />11321-B NE 1 %th Street <br />60+00 <br />60+60 <br />61 +20 <br />61 +80 <br />62+40 63+00 <br />63+60 <br />64+20 <br />64+80 <br />65+40 <br />Kirkland, WA 98034 . (425) 2852390 <br />101 South Wenatchee Avenue, Suite C3 <br />DRIVE G <br />Wenatchee, WA 98MI • (509) 293-7731 <br />www. c p h c a n s u l t a n ts. c am <br />PROJECT NO. <br />0 5 10 <br />0024-18-042 <br />DRAWING <br />VERT. 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