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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />mlmIOU IEl22 <br />U <br />E <br />0 <br />15 a <br />r whaPa below. <br />585 <br />580 <br />585 <br />580 <br />mp <br />m� <br />575 <br />+v"�•tto <br />` <br />o ^ <br />EXIST. GROUND AT <br />575 <br />+tt) <br />0o <br />FINISH GRADE AT <br />DRIVEWAY <br />(TYP.) <br />s <br />' <br />f- <br />? <br />w <br />W <br />I_ <br />w DRIVEWAY <br />q (TIP <br />�p <br />t )pN <br />II <br />? <br />II W : <br />: <br />:: <br />:: :: :: <br />:: :: <br />f.80) :: <br />:: :: <br />0000 <br />o <br />570 <br />- <br />.75$ <br />12 56S <br />tz Sohssa s <br />tN <br />It <br />p ^ <br />570 <br />r - <br />- - <br />P <br />- <br />- - - <br />-1.502 <br />565 <br />TA 20+48.78 <br />68) <br />� <br />o <br />V <br />565 <br />E(12"SD)=562.20 <br />(8aSS)=561.52 <br />0 <br />8" PVC <br />560 <br />S- <br />M70 <br />560 <br />RI <br />-JVJ.531 <br />SSMH30 <br />IE(S)=Wr2..5e-561.16 <br />RIM= <br />71.08 <br />IE(N)= <br />560.28 <br />__E(E)_ <br />560.18 <br />555 <br />/E(W)=5661.57 <br />560.28 <br />555 <br />EXIST. GRADEAT DRIVEWAY q (TYP.) <br />550 <br />FINISHED GRADE AT DRIVEWAY q (TYP.) <br />550 <br />c0 <br />tcoj <br />O <br />MO o r j <br />o ONO <br />o N <br />°� 0 `° p d' '.. tt�j <br />'"� cMo n <br />�' '.. cpp <br />`n I� <br />o 00 COIN <br />'.. '.. '.. <br />'.. '.. <br />of <br />o� riO3 <br />OQ <br />�� <br />I <br />to <br />to <br />tq Ito <br />to t0 <br />t0 <br />t0 <br />45 <br />to LO t0 � to <br />to tq t0 <br />Ln to to <br />. try . try <br />t0 <br />tq <br />poi <br />t0 CO <br />tq '.10 <br />t0 tp <br />tq 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 />585 585 <br />580 580 <br />Wiz._ o 0 <br />0° <br />+ <br />oQ <br />el•wp LI : 0� <br />¢o �qm o^ �� po R <br />575 i4''+W o,_A - --_ �o �On 575 <br />uio� <br />a0 <br />+rnto FINISH GRADE AT -fm'CN EXIST. GROUND AT +otto 6 CS DRIVEWAY q (TIP.) t LN DRIVEWAY C (TYP.) <br />-225% Z°f� (7.77)STA 43+07.69 „+++Ljj I-Nw <br />II w IE(8"WA)=566.61 v o y <br />-1.50X 7P(12"SD)=558.84 z II w 2.00% 2.00� <br />570 <br />S7A-44+ ,10 570 <br />(5.88) IE(8"111`A)=567.24 I <br />M - --8._D.L WA1ER- TP(8"SS)=561.36 - -ED <br />565 56724 TP=567.90 - - - - - - 565 <br />- 8 BEND, Muf - - - FH ASSEMBLY- - - OPT - <br />�1 .60 <br />STA 42+88.47 1 IE(8nW) 2 67.31 (5.14), (6.01)IE(8"WA) 567.24 �1 <br />STA 44+63.60 <br />7P=566.95 TP=567.15 TP(8"5S)=56217 13OLF TP(12"SD)=561.23 <br />8" BEND MJ FH ASSEMBLY +29LF-8" PVC <br />560 STA 42+31.71 STA 42106.50 135LF 8" PVC 560 <br />SSMH40 - <br />TP=567.08 RIM=5�988570.72 S J",J`J(0.62)IE(8"SS) 56061 S 0.0058 SSMH <br />IE(E)=561.34561.227P(12RIM- 566.35 <br />IE(N)=561.44-561.32 SSMH30 IE(S) 559.30 <br />1P=567. 8 - - - - �7►M-`.�r37�08 - - - - IE W 559.40 <br />STA 43+23.64 <br />555 STA 43+ J.061E(8"WA)=567.31 IE(E)=5684�560.18 555 <br />7P(12 50)=561.84 IE(W)-569:5560.28 <br />550 IEXIST. GRADE' AT DRIVEWAY C (TYP.) <br />F FINISHED GRADE AT DRIVEWAY q (TYP.) 550 <br />co co t�j � Cb C3 ^ O tq O O i.,�'I� �'(0 �h �'^ �'to O'to O'^ (V �'O G� <br />N O M N t17 to <br />tt) �.t17 tp O .- O <br />n n M L u7 N u� �n �n O �n O d- O d .� .� .� .� O CO tri ui K `n tp <br />�'.. �'.n �.t\to <br />� n �In �In �',n �',n �', t\ �',n �I^ � I\ III\ �'.^ �.� �.co �.co <br />� �.� �.p �. <br />to Ian ILO in Itn ILO '.n ILo Itn IW) Iw) Iw) '.10 <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 0 2020 CPH Consultants, LLC. All Rlghts Reserved. <br />z <br />U) <br />0 <br />U <br />U <br />z <br />0 <br />w c, U) <br />a Z a z <br />o_ 3 0 0 <br />to J' w 3 0 <br />a co r <br />N N <br />IU, U,IOil <br />0 <br />z <br />V <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />0 <br />U <br />z <br />OO <br />C) <br />UL <br />O <br />LL <br />CLIENT <br />z <br />0 <br />z <br />z_ <br />x <br />3 <br />z <br />z <br />0 <br />U <br />2 <br />0 <br />0 <br />x <br />0 <br />z <br />w <br />Ld <br />w <br />Eu, <br />LL <br />I <br />FOUR CORNERS, LLC <br />10900 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA98004 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning - Civil Engineering <br />Landscape Architecture • Land Use Consulting <br />11321-B NE 1201h Street <br />Kirkland, WA 98034 • (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <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 />0024-18-042 <br />DRAWING <br />C5.10 <br />SHEET 39 OF 62 <br />