Laserfiche WebLink
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 />2 <br />L <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 <br />p <br />ww <br />W <br />3 <br />PW STA: <br />10+14.46 <br />^ <br />c� <br />`r <br />a <br />Y <br />z <br />8 <br />z <br />o <br />z <br />3 <br />PW EL 567.31 <br />+ui +� <br />C) <br />�" <br />�� <br />cc«� t6�ah <br />mto <br />'}^pp <br />rntnaj*. <br />z <br />3 <br />3 <br />0 <br />0 <br />a <br />o <br />LO <br />t0 <br />0 <br />580 <br />AD: <br />2.00 <br />580 <br />585 <br />_^ <br />a0 to ao h <br />585 <br />580 <br />p <br />o_^o� �� <br />+N + N +N 4 <br />+"_oo to <br />580 <br />o <br />o <br />m <br />K: <br />i0.00 <br />op <br />rn� _^�^� �i i <br />h <br />,: <br />_^rntri^ <br />, <br />- <br />ZI <br />w <br />= <br />U <br />o <br />:Q <br />20.00' VC <br />UU UU <br />». » <br />x <br />o��r <br />op M <br /><t <br />rn� � s� <br />to W cn W vS W p t] p <br />°'u? +11 <br />t� W os 04 > <br />a <br />� <br />w <br />� <br />LU <br />on <br />co <br />cm W W <br />anUj <br />wC9 <br />.�l� <br />UU UU UU O <br />Off': <br />mm W W. (a CO Nan �CIS <br />W W 2 II W <br />w <br />ti <br />575 <br />000 <br />+� <br />+^ <br />575 <br />580 <br />toxin <br />a t0 <br />_prn <br />580 <br />575 <br />--- <br />Z J <br />II <br />Nn <br />-\ + `n 1' <br />II II <br />-- <br />- <br />575 <br />o <br />m <br />m <br />v <br />rn <br />ao <br />_ <br />...:OWN <br />o t0 <br />'� <br />o to <br />__.-tn. .. <br />N <br />O¢h <br />0 <br />_ w <br />/ + _ o <br />�LO <br />Mao <br />61 <br />: :: :::: <br />tri4i <br />:::: : :::: <br />:::: <br />: : :::: :: <br />o+ h <br />OWO <br />:::: : ::::Np^.... <br />: I 41: <br />'2.0018 2IIW?IIW' <br />O <br />Z <br />`i <br />®®� <br />p <br />2 � <br />�}+h. <br />ti o w <br />EXIST. <br />GROUND AT <br />•�' <br />1.45 <br />r_ <br />to w w 2.38% <br />z u w <br />DRIVEWAY ( •) <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 />- ^ SD <br />�t <br />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" 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 />560 <br />565 <br />E(12'E) 3 - 573.33 <br />565 <br />560 <br />RIM-=r 572.77 IE 12'N)=56&69 565.59 <br />560 <br />SHOWN ON THIS PLAN IS PER <br />RIM=56S <br />568 55 <br />IE(12 E)=56 Bfr 564.56H <br />573.30 <br />1E 121E=566fe565.75 IE(18"W =565 3-565.07 <br />( ) ) <br />A FIELD SURVEY PERFORMED <br />IE(12"SE��� 564.34 54LF <br />lE 18T1-,5656A IE 18S6r3t565.07ter <br />i ) 565.40 ( ) <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 <br />UI� ro' <br />O <br />a <br />co <br />ro'K <br />Ln) <br />Lc' Ln Ln <br />�In �.n �.n <br />�' �' <br />�' <br />�' <br />�, <br />�In �In �.n <br />U <br />Ln <br />. to <br />� h <br />`n � LO '.. to �] to <br />..^ ..^�'In <br />�]'.. to L] to Lx7 Lo '.. <br />'.. <br />'.. <br />L17 '.. <br />U7 '.. U7 <br />to �n ,n Lx7 to �'.. to <br />LO LO <br />N <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 91+20 <br />91+80 <br />0 <br />DRIVE A <br />DRIVE H <br />DRIVE J <br />z <br />to <br />HIGH PT STA: 61+63.31 <br />590 <br />HIGH PT EL: 574.70 <br />590 <br />PW STA: 61+58.13 <br />LOW PT STA: 60+54.55 <br />PW EL: 574.93 <br />z <br />LOW PT EL: 573.65 <br />Z <br />AD. -2.30 <br />PW STA: 62+81.84 <br />0 <br />PW STA: <br />60+45.85 <br />K. 34.75 <br />PW EL: <br />573.47 <br />80.Do' VC <br />PW EL: 573.69 <br />1► <br />585 <br />p AD: <br />4.60 <br />AD. -2.50 <br />585 <br />V V) <br />K. <br />8.69 <br />K. 32.01 <br />40.00' VC <br />¢ <br />ao;1 <br />p ad <br />80.00' VC <br />.I <br />ui <br />+<t <br />i <br />�x ±^ <br />, <br />°p <br />LOW PT STA:: 64+22.67 <br />O <br />^� <br />p wri ^ <br />to t <br />52 �' to in <br />o o <br />o p -Z o <br />e} o N <br />LOW PT EL: 569.85 <br />PW STA: 64+00.44 <br />a -- <br />W <br />580 <br />Cc rn N <br />o x o+ v <br />t0 <br />�" + Ni <br />tit W <br />U U <br />Gi tit <br />N p rn U U <br />�j N <br />+.r _ �' +N <br />PW EL: 569.53 <br />580 <br />ato or. <br />d v� d to n <br />- or. <br />o s t0 to <br />» <br />m <br />o_o » <br />o o v w Lu <br />N^ rr_ �^ <br />m a p o CO to <br />AD. 4.50 <br />O Ell <br />Z C'S <br />o U u^i tit t:i <br />^ uyrj tit <br />+ N i <br />tit y a`h0 o v tit lit <br />K: 17.77 <br />V Q <br />to » <br />m m <br />,c0i toU > <br />w <br />tc N <br />ro <br />» ^ >; <br />m m 1n Lu w <br />80.001 VC <br />EXIST. GROUND <br />AT <br />z <br />0 <br />z00 <br />+ to <br />N 4 <br />h W w <br />o+ II <br />Z u W <br />to o N <br />- <br />d <br />V <br />DRIVEWAY (TYP.) <br />to �¢ <br />r, LL <br />575 <br />--- --p <br />30 <br />- - <br />-- - s- --- <br />=1.00% <br />ra --0"�,o"�, <br />.rxrn <br />575 <br />�./ <br />? lid 1.30% <br />to rn <br />�� <br />+¢ o <br />LLJI w <br />W <br />to LO <br />� w <br />-35DX <br />- <br />FINISH GRADE AT <br />m m <br />w w <br />_ - - - - <br />Z <br />m W W <br />O LL <br />570 <br />DRIVEWAY (TYP.)17 <br />1.00% <br />570 <br />- <br />LL <br />113LF 12" SD <br />TO SOUTH VAULT <br />142LF� <br />SO <br />Q <br />CB156 TYPE 1 <br />` <br />p <br />S-5.619 <br />CLIENT <br />RIM= ;7 _.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) �''o <br />N''to <br />n In n to �'o <br />� <br />�' <br />CONSULTANTS <br /><F <br />L M 4 <F <br />eF <br /><F <F <br />M N 0 N <br />0 O <br />00 <br />O n ai <br />O O <br />o''� <br />O <br />1 <br />Site Planning CNilEngineeltng <br />LO t^n <br />n't^n �ih <br />nit^n `n',i "'',t^n <br />Ln'ti Ln',i "',ti n',t^n <br />n't^n <br />ti n',ttOn <br />,^n <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 o n s u l t a n ts. c a <br />PROJECT NO. <br />0 5 10 <br />0024-18-042 <br />DRAWING <br />VERT. IN FEET <br />C3.21 <br />0 30 60 <br />SHEET 26 OF 62 <br />a <br />HORIZ. IN FEET <br />oarwhim.rimbelow. <br />Copyright 0 2020 CPH Consultants, U.C. All Rights Resenretl. <br />