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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />I=I= I I U i f i f <br />0 <br />m <br />p 52 FINISH GRADE AT <br />575 <br />o N o^ DRIVEWAY C (TYP.) <br />575 <br />ono <br />EXIST. GROUND AT <br />o + II DRIVEWAY (TYP.) <br />Mo> <br />I —NW <br />Zuw <br />— <br />570 <br />_ <br />-1.5OX <br />570 <br />565 <br />S <br />12" D � <br />565 <br />�11.F <br />- '.�6% <br />560 <br />560 <br />CB02 TYPE t <br />RIM=569:39 566.40 <br />IE(12"W)-56+5e 564.61 <br />IE(6"SE)=564-5P 564.61 <br />1001,TYPE <br />2-48" <br />555 <br />RIMe 570.56 <br />555 <br />IE(12"S)=561-88- 561.74 <br />IE(12"N)=56a-89 561.84 <br />IE(121E)=561.8e 561.94 <br />EXIST. GRADE AT DRIVEWAY I q (TYP.) <br />550 <br />FINISHED GRADE AT DRIVEWAY C TYP. <br />550 <br />r" Nrn CCrnto <br />o o Cd � K � CIO to <br />30+00 30+60 <br />DRIVE C <br />585 <br />585 <br />w <br />EXIST. GROUND AT <br />DRIVEWAY C (TYP.) <br />W <br />580 <br />580 <br />�o� <br />575 <br />- Nto^ <br />IN <br />darn <br />o¢n <br />LO <br />575 <br />04 <br />N+� <br />< LU <br />I_ (b <br />lid 1.00%: <br />1nWW <br />570 <br />570 <br />FINISH GRADE AT <br />DRIVEWAY C (TYP.) <br />565 <br />565 <br />EXIST. GRADE <br />AT DRIVEWAY q (TYP.) <br />560 <br />FINISHED <br />GRADE AT DRIVEWAY 2 TYP. <br />560 <br />Cb <br />Ln Ln <br />Ln <br />Ln <br />120+00 120+60 <br />DRIVE M <br />590 <br />590 <br />HIGH PT STA: 50+7J.55 <br />HIGH PT EL: 574.50 <br />PW STA: 50+80.24 <br />PW STA: 51+40.00 <br />585 <br />PW EL: 574.76 <br />PW EL- 572.37 <br />585 <br />AD: -6.00 <br />AD: 2.00 <br />K: 6.67 <br />K. 30.00 <br />40.00' VC <br />60.00' VC <br />580 <br />0 o to M CS o Lo <br />^ N <br />ly' <br />580 <br />too 0 <br />ui <br />+rift) :: an d :::.: h to LO rq <br />: ::: <br />L= r <br />o + it &i W i tit 1.;j <br />FINISH GRADE AT 6i C.i <br />o1 o <br />rto--`o°w <br />DRIVEWAY q <br />(TYP.)» <br />Mo'^ <br />?uw an an WWmm <br />wW <br />I�c6N <br />575 <br />-- <br />_ <br />— <br />�Nj- n <br />575 <br />2.00% <br />? II W <br />EXIST. GROUND AT <br />DRIVEWAY q (TYP.) <br />- . <br />z <br />570 <br />� <br />570 <br />7'�V <br />565 <br />565 <br />r=----->1E(8-:W)-57&8f <br />II <br />II <br />y6 <br />C815TYPE 2-48" <br />560 <br />6 STORM VAULT 1 <br />RIM=57�.-� 571.68 <br />560 <br />1 SEE <br />SHT, C3.341 <br />IE(121V)=5658e-565., <br />1 <br />1 <br />IE(18"W)-565.30 565.I <br />1 <br />I <br />IE(18"S)--P565. <br />FINISHED GRADE AT DRIVEWAY <br />q (TYP.) L - <br />— - — — J <br />555 <br />EXIST. GRADE AT DRIVEWAY q <br />(TYP.) <br />555 <br />rn . 1* �',rn <br />°. ro <br />° ',rn <br />Ln <br />to to to <br />to <br />�'tn <br />50+40 51+00 51+60 <br />DRIVE F <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />I <br />HORIZ. IN FEET <br />r wheCB beIOW. copyright ® 2020 CPH Consultants, U.C. All Rlghts Rmirved. <br />,all before you dia. <br />0 <br />0 <br />0 <br />Ir <br />LLI <br />Of cc <br />Ofcm <br />a z ¢ z_ <br />0 3 <br />oOf <br />_ 3 o <br />U W U O <br />a ¢ ir <br />O <br />z <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 />z <br />z_ <br />x <br />3 <br />z <br />z <br />O <br />U <br />2 <br />i <br />O <br />x <br />O <br />z <br />in <br />C) <br />U <br />w <br />LU <br />z <br />a <br />Z <br />o <br />LU <br />O <br />C) <br />Q <br />U <br />�' <br />O <br />� <br />LL <br />0 <br />LL <br />U <br />CLIENT <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 - CNiI 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 />C3.23 <br />SHEET 28 OF 62 <br />