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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />0 <br />15. <br />twhare below. <br />a� <br />585 585 <br />HIGH PT STA: 22+85.00 <br />LOW PT STA: 21+69.22 HIGH PT EL: 569.73 <br />LOW PT EL: 569.02 PW STA: 23+00.00 <br />580 PW STA: 21+5$31 PW EL: 570.18 580 <br />PW EL: 568.76 AD; -2.50 <br />Call p m 0 AD: 2. 75 K: 60.00 <br />i !§! K.- 29.09 150.00' VC <br />po o p o 80.00' VC <br />575 onto moo^ ,:� i 4n <br />hm m¢ 575 <br />o'h^ +o� i a°`�^ �`^° +ors EXIST. GROUND AT +� J <br />o++uu, o+ II +rn +tri Nto DRIVEWAY (�•) N� � <br />N� N o y FINISH GRADE AT C-N N h I m o <br />� W tiiQ JiQ rnp_ <br />DRIVEWAY (TYP.) cU'R ace p <br />Z IIW ?IIW UU V V » » NONE <br />Call Call ci co <br />- .75X Cal W AJ +o <br />570 r--_ No^'o 570 <br />If 0OX <br />` - -- -- ZII IIW <br />565 565 <br />O <br />560 155LF 8" PVC <br />560 <br />SSMH70 <br />w J S=0.0182 RIM=569.31 <br />SSMH30 ►E(S)=561.25 <br />RIM=570.80 <br />555 1E(N)=558.42 555 <br />IE(E)=558.42 <br />IE(W)=558.42 <br />EXIST. GRADE AT DRIVEWAY q (TYP.) <br />550 r7FINISHED GRADE AT DRIVEWAY q TYP. 550 <br />a a o l o 0 0 0 of o of m of ° of m 0; ° of M 0; ro of ° of of ° op ro op <br />rn � . � ': co � I co � t0 � . t0 n to � I tO I to n ', to Ln I to � l a0 R I CO <br />h h p h h to to h to to h to '. to m to <br />19+20 19+80 20+40 21+00 21+60 22+20 22+80 23+40 24+00 24+60 <br />DRIVE 8 <br />LOW PT STA: 43+13.69 <br />LOW PT EL: 570.25 <br />PW STA: 43+19.37 <br />HIGHPT STA: 44+24.96 <br />585 <br />PW EL: 569.91 <br />HIGH PT EL: 571.62 <br />585 <br />AD: _ 3.50 <br />PW STA: 44+25.00 <br />K. 22.88 <br />PW EL: 572.02 <br />80.00, VC <br />AD: -4.00 <br />K. 20.02 <br />80.00' VC <br />PVI STA: 45+25.00 <br />580 <br />�¢ <br />+o <br />^ <br />+o <br />00 <br />o <br />PW EL: 570.02 <br />AD: -4.00 <br />580 <br />MN <br />o�. <br />O. <br />NK_.. <br />�'�. <br />A0 <br />aIn <br />hN <br />oON <br />'..p <br />� <br />to <br />NN <br />K. 10.00_.. <br />+¢� <br />�W <br />+.: <br />�.1ca <br />+14 <br />40.0D, VC <br />u <br />v <br />h <br />o <br />•r <br />m <br />o0 <br />0o <br />PW <br />STA: 46+ 10.00 <br />`O <br />m <br />°o <br />W <br />W <br />Gi <br />tij <br />o <br />p ^ <br />Ai <br />>; <br />W <br />ci <br />o <br />N <br />v <br />tri <br /><r <br />N <br />m <br />PW EL: 564.92 <br />R <br />575 <br />- <br />Itr _ <br />- <br />rivro <br />- <br />- <br />- pp <br />mm <br />co <br />trio <br />p m <br />W <br />W <br />+o <br />+06 <br />AD: 4.00 <br />I <br />575 <br />o <br />N <br />ao <br />+ II <br />FINISH GRADE <br />AT <br />- - _ mom <br />is <br />0� qv - <br />d <br />EXIST. GROUND AT +o <br />.:I� <br />m <br />i <br />Qh <br />K. 12.50 <br />2.25�8 <br />�o,> <br />DRIVEWAY <br />(TYP.) <br />tB <br />++to <br />0i o <br />` <br />V <br />rDRIVEWAY (TYP.) .I <br />+ 11 <br />Ny <br />cNicr"i <br />50.00 VC <br />Moll <br />-_ <br />cmicWi <br />p <br />o <br />p <br />ZIIW <br />2.00% <br />?IIW <br />o�om <br />2.00X <br />WW <br />am° N° <br />0 <br />570 <br />z <br />u', w <br />_ <br />+to <br />+.r <br />570 <br />V NO <br />to <br />Call <br />565 <br />TP-=567 01 <br />0 <br />- ' - <br />_ <br />- <br />565 <br />8" <br />_ <br />BEND. MJ <br />� <br />DD% - <br />7P=567,50 <br />STA 42+88.47 <br />8" BEND, <br />MJ <br />TP=567.00 <br />STA 42+31.71 <br />FH ASSEMBLY <br />560 <br />STA 42+96.50 <br />560 <br />131LF <br />8- PVC <br />7P=567.00 <br />133LF 8" PVC <br />O <br />8" BEND, MJ <br />STA 43+02.82 <br />SSMH40 <br />S=0.0050 SSMH30 <br />S=0.0050 <br />RIM=571.25 <br />RIM=570,80 <br />SSMH2O <br />IE(E)=559.07 <br />IE(N)=558,42 <br />RIM=56776 <br />555 <br />IE(N)=559.07 <br />IE(E)=558.42 <br />1E(S)=557751 <br />555 <br />IE(W)=558.42 <br />IE(W)=55775 <br />L <br />GRADE AT DRIVEWAY, q (TYP.) <br />550 <br />IEXIST. <br />F FINISHED GRADE AT DRIVEWAY q (TYP.) <br />550 <br />n <br />� 0� <br />p <br />ro'.N <br />ro'. d' <br />M to <br />N <br />a�lo <br />a0 <br />� n �.to eF <br />M '. N � . to <br />� N <br />.- <br />r to o to <br />to to <br />m 04 <br />.- <br />IN � O <br />� to <br />�.04 <br />a1 <br />� <br />M <br />N p <br />�, <br />AIM <br />to '.. N <br />to '. ^ <br />to '. ^ <br />to '. O <br />rn l O d-I d �. O <br />.. <br />Imo' - CS - <br />ro <br />CC co 0i <br />"�Ir< <br />�ItC <br />to a; <br />trJ �In <br />:to <br />rn:n <br />',to <br />rn:n <br />rn:n <br />�) <br />�,n <br />�) Ito �',n <br />10 <br />�In <br />Ln �n <br />t <br />Ln to <br />�.n u�.to <br />Ito <br />�.to <br />go <br />�.W) <br />Ito <br />I� <br />I� <br />Ito <br />W) <br />I� I� <br />Ito <br />I Ito <br />I� <br />I t I ; <br />I� <br />I� <br />I� <br />40+80 <br />41+40 <br />42+00 <br />42+60 <br />43+20 <br />43+80 <br />DRIVE D <br />44+40 <br />45+00 <br />45+60 <br />46+20 <br />46+80 <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />HORIZ. IN FEET <br />Copyright ® 2020 CPH Consultants, -LC. All Rights Reserved. <br />0 <br />z <br />z <br />O <br />z <br />z_ <br />x <br />a <br />3 <br />z <br />z <br />U <br />2 <br />v7 <br />O <br />2 <br />O <br />z <br />rn <br />VN/ <br />� <br />I..LLij <br />LU <br />CL <br />z <br />� <br />w <br />Of <br />Cr <br />0 <br />U <br />0 <br />a <br />U <br />J <br />� <br />i LLI <br />Z <br />m <br />Lu <br />= <br />0 <br />a <br />o <br />LL <br />U <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />PHONE: (425) 453-9551 <br />mm <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />laddand, WA 98034 - )425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 - )509) 293-7731 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C5.10 <br />SHEET 35 OF 51 <br />