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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />a� <br />LOW PT STA: 103+48,72 <br />HIGH PT STA: 102+31.23 LOW PT EL: 571.98 <br />585 HIGH PT EL: 573.46 PW STA: 103+50.00 585 <br />PW STA: 102+30.00_ PW EL: 571.60__ <br />PW EL: ' 573.85 AD: '3.88 <br />w <br />AD. -3.88 K. 20.59 w <br />K: 20.62 80.00' VC <br />80.00, VC o <br />580 0 0 o n x o 580 <br />+� <br />Y +, EXIST GROUND AT +� o� - �,^ <br />FINISH GRADE AT o DRIVEWAY (T)P.) o oLO <br />m DRIVEWAY q (TYP.) .- to . 1n vi i� m tii t1i + <br />6i C4 575 om >�'' -- - cyicwi -caca - '��' - t o n 575 <br />rn -- aY wW +� -- �� <br /><}too 0o II. N W W <br />o+h -1.88X ti w 2.00% <br />'.: ::: <br />2.00% ? II w <br />V•ui. <br />570 Z II W 570 <br />" - 52 0 �o[` 145LF 12'S <br />- - -102 StT - o <br />565 0 0.52% S=0.52% 565 <br />S 0.50% <br />CB100 TYPE 1-L C8105, TYPE 2-48 C 0, TYPE 2-48" - <br />560 RIM=570.25 H RIM=572.24 R M 5 IE(12'E)=566.93 560 <br />iE(12"-W)=565.40 = _ IE(12'N)=566.93 <br />IE(12'E)=565.40 12 W)=565.91 IE(12"W)=566.18 <br />IE(127V)--565.40 <br />555 555 <br />EXIST. GRADE AT DRIVEWAY q (TYP.) <br />550 FINISHED GRADE AT DRIVEWAY q (TYP.) 550 <br />NO I�.O Ito OIM Ito Ito N �It4 �It4 N O N O <br />N tq V• O �.to N V• N n of N Oa V- <br />O O �'..z �:ty �jtV �I� AIM AIM SIN �n C4 �n SIN LIN �Ir+j <br />100+20 100+80 101+40 102+00 102+60 103+20 103+80 104+40 <br />DRIVE K <br />HIGH PT STA: 110+76.43 <br />HIGH PT STA: 112+83.52 <br />HIGH PTEL: 573.23 <br />HIGH PT EL: 573.03 <br />PW STA: 110+73.57 <br />PW STA: 113+00.00 <br />585 <br />PW EL: 573.40 <br />PW EL: 573.51 <br />585 <br />AD: -3.50 <br />LOW PT STA': 111+87.66 <br />AD: -5.74 <br />x <br />K.-11.43 <br />LOW PT EL: 571.97 <br />K. 13.95 <br />40.00' VC <br />PVI STA: 111+90.00 <br />80.00, VC <br />PW EL: ' 571.66 <br />qm <br />,o <br />AD: 3.19 <br />0 <br />0 <br />580 <br />porn <br />+ <br />o <br />+�L15Ox <br />FINISH GRADE AT K. 25.11 <br />( <br />o <br />+ <br />d <br />ro <br />o <br />+00 <br />580 <br />80.00' VC <br />PVI STA: 114+27.50 <br />O <br />o <br />pj^ <br />+to <br />OM <br />OM) <br />n <br />h ^ <br />n <br />too0 <br />0 <br />Nty. <br />:= <br />,.3.� <br />._ 1 i <br />PW EL 568.35 <br />•- <br />^ � <br />6i <br />1i tii <br />Wto <br />N <br />6i <br />iu <br />EXIST. GROUND AT <br />DRIVEWAY i (�•) <br />Gi iu <br />AD: 2.05 <br />K: 19.51 <br />J <br />�I <br />¢ m <br />t- <br />Z <br />lid <br />>� <br />±N <br />+N <br />Nn <br />�� <br />�� <br />40.00 VC. <br />575 <br />-- <br />--- <br />mm <br />WW^n <br />^o <br />mm. <br />WW <br />�o0 <br />575 <br />------^� <br />-N <br />W 6i <br />- <br />til <br />- <br />O <br />to <br />i <br />O <br />N <br />2.00% <br />Cal <br />Cal ww <br />- ` <br />*aj <br />+ <br />1no"�°' <br />*OOt^o <br />CS <br />--- <br />to <br />: ^ttoo <br />to <br />oN <br />570 <br />130LF 12" SD <br />9LF 12 SD <br />4 O 5 <br />- 6i <br />» <br />4i <br />c%i <br />» <br />iu t- <br />11 <br />w <br />u u w <br />570 <br />S=1.63% <br />=0.66% <br />mca <br />ww <br />r---------------1 <br />-2 <br />0X <br />126LF 12" SD <br />565 <br />152LF 12" SD <br />STORM VAULT <br />I <br />565 <br />S=0.53% <br />S=1.21X <br />CB120 TYPE 1 <br />CRU5 TYPE 1 <br />RIM=571.99 <br />CB210 TYPE <br />1-SOLID LID C8205, TYPE 1-SOLID LID <br />RIM=-S)=5 <br />IE(12"S)=567.73 <br />I <br />I <br />1 <br />IE(12'E)=566.93 <br />RIM=572.25 <br />IE(12'N)=568.69 <br />RIM=572.39 <br />IE(1 <br />L - - - - - - - - - - <br />- - - - J <br />IE(12'N)=566.93 <br />IE(12"S)=566.57 <br />560 <br />IE(12'E)=566.57 <br />C81256773 <br />8i25, TYPE 1 <br />RIM=571.96 <br />48LF 12"_SO <br />560 <br />IE(12"W)=568.05 <br />S=0.10% <br />CS200, TYPE 2-54" <br />TO CS200 <br />RIM=570.70 <br />IE(12"W)=563.20 <br />IE(12"S)=563.15 <br />555 <br />555 <br />EXIST. GRADE AT DRIVEWAY (TYP.) <br />550 <br />FFINISHED GRADE AT DRIVEWAY q (TYP.) <br />550 <br />DO <br />n <br />N tV to <br />. <br />lr <br />00 <br />to `fi <br />M <br />11 <br />Ln ad <br />Ito <br />Ito <br />m �Im �m <br />Ito `�m `�to Ito <br />Ito �h <br />�m <br />�m <br />�to <br />m �m <br />1 109+80 110+40 111+00 111+60 112+20 112+80 113+40 114+00 114+60 <br />DRIVE L <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />V <br />HORIZ. IN FEET <br />twnet%below. <br />:all befam you dia. Copyright ® 2020 CPH Consultants, -LC. All Rids Reserved. <br />O <br />z <br />z <br />O <br />z <br />z_ <br />x <br />a <br />3 <br />z <br />z <br />U <br />x <br />v7 <br />O <br />x <br />O <br />z <br />to <br />U) <br />W <br />v / <br />CC <br />W <br />a <br />CL <br />� <br />LIJ <br />c, <br />�Z/ <br />I..L <br />0 <br />U <br />U <br />J <br />� <br />LU <br />ZD <br />mLLI <br />iup <br />a <br />U) <br />o <br />0 <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 />C3.22 <br />SHEET 25 OF 51 <br />