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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />3 <br />d <br />N <br />U <br />E <br />HIGH PT STA: 22+85.00 <br />LOW PT STA; 21+69.22 <br />HIGH PT EL: 569.73 <br />LOW PT EL: 569.02 <br />PW STA: 23+00.00 <br />580 <br />PW STA: 21+58.31 <br />PW EL: 570.18 <br />580 <br />PW EL: 568.76 <br />AD: -2.50 <br />p <br />Call <br />K: 60.00 <br />C`r <br />K:.22.75 <br />150.00' VC <br />o s <br />o 0 <br />80.00' VC <br />575 <br />oov� <br />o ^ <br />Lnotc <br />v� o o <br />h� <br />t.R m t0 +obi <br />EXIST. GROUND AT <br />Lrih <br />^} <br />m <br />¢ -' <br />575 <br />o++ p <br />o++ p <br />FINISH <br />+ai + S Nh <br />GRADE AT <br />DRIVEWAY j (TYP.) <br />Nh <br />�? <br />�V4yt <br />? lid <br />��w <br />�,`L$ N� Li <br />DRIVEWAY (�•) caU <br />18LF <br />SD <br />Lritw <br />rnoo <br />? II.W <br />- <br />UU UU'mm <br />m m w w <br />'ww <br />N�oro <br />570 <br />.75% <br />0.50% <br />µ+o +ioo <br />570 <br />- - <br />N� II <br />- <br />- - - <br />-1.50% _-- <br />? II lid <br />81LF 12" SD 12 SD <br />" <br />- <br />� � <br />12" SD <br />565 <br />_ <br />S-0.56% S <br />118ILF <br />o 0 <br />S <br />496F 12" SD <br />565 <br />122LF <br />0.6 12" SD <br />• <br />I <br />-120 SD <br />I <br />89fr- <br />STORM <br />ISEE <br />VAULT <br />I <br />Q <br />S-- o <br />50% <br />SHT. C3.33 <br />_ <br />-SOLID LID 0.39% <br />CB255, TYPE 1-SOLID LID <br />EcB, <br />CB20 TYPE 1 <br />560 <br />I <br />I <br />0.55% <br />RIM 570.23 <br />IE(12 N)=586.65 C8260, TYPE 1-SOLID LID <br />RIM=569:85.569.81 <br />IE(12 N)`-P 565.28 <br />2-48" <br />RIM-568:69 568.55 <br />IE(12"SE)=81r32 564.34 <br />560 <br />I <br />S! �1• <br />IE(6'E)=567,15 RIM=569.-7+ 569.74 <br />IE(121S)=565•:3E 565.28 <br />RIM-569.33 569.08 <br />IE(12"W)=563. �2 564.32 <br />I <br />CB265, (TYPE 1-SOLID LID IE(12N)-565.80 565.71 <br />IE(61E)-568-.•8E 566.07 <br />IE(12'S)=563.41-564.16 <br />L - - <br />- - - J <br />RIM-- 69i4569.38 IE(6'E)-566c39 566.24 <br />IE(121NW)-563:+t564.16 <br />IE(121N)-566.:2&566.14 IE(6"W)-566.z3G 566.37 <br />CB250, TYPE 1-L-SOLID LID <br />555 <br />IE(12"S)=566 B 566.14 IE(12"S)=56§88 565.71 <br />RIM-�8- 569.69 <br />_«5 <br />555 <br />570.56 <br />IE(6'E)-56638 566.39 <br />,� <br />1E 12"W =�.r 565.19 <br />( ) <br />561.74 <br />IE(12"S)=565.25 565.19 <br />561.84 CB10, TYPE 2-48" <br />IE(61NE)� -?;5 565.89 <br />561.94 RIM--869L02 568.90 <br />IE(12"S)--5&_9�. 117 562.45 <br />550 <br />IE(12N)--862L 47 563.45 <br />550 <br />EXIST. GRADEAT DRIVEWAY q (TYP.) <br />545 <br />FINISHED GRADE AT DRIVEWAY q (TYP.) <br />545 <br />�, <br />Ito <br />tp <br />o.M <br />aD <br />o " <br />M <br />o o ro � <br />nof N O O M <br />Go � GoI�."3 <br />t0 n to e} <br />.- o <br />03 <br />to N <br />a� <br />a� <br />o <br />oro <br />o <br />CD oo <br />o o o� aS o� <br />C 0i � 0i <br />o� � Cj � <br />� of 0i 0i <br />ri Cj <br />ad Cj <br />Ln <br />n <br />to <br />� to <br />Ito Ito Ito �o nto <br />4 4 to Ln 4 <br />�t0 �t0 into into <br />to W) L0 L0 <br />Qto cto <br />to <br />Ito <br />Lo to <br />19+80 <br />20+40 <br />21+00 <br />21+60 <br />22+20 <br />DRIVE 8 <br />22+80 <br />23+40 <br />24+00 <br />24+60 <br />LOW PT STA: 43+13.69 <br />LOW PT EL: 570.25 <br />PVI STA: 43+19.37 <br />HIGH' PT STA: 44+24.96 <br />PW EL: 569.91 <br />HIGH PT EL: 571.62 <br />585 <br />AD:__3.50 <br />PW STA: 44+25.00 <br />585 <br />K. 22.88 <br />PW EL: 572.02 <br />80.00' VC <br />AD: -4.00 <br />I K: 20.02 <br />M <br />M <br />80.00' VC <br />PW <br />STA: 45+25.00 <br />580 <br />+o <br />+o <br />00 <br />o <br />Pill EL: 570.02 <br />AD: -4..00 <br />580 <br />¢ <br />r� 2 <br />p <br />Ln N <br />p <br />t) N <br />K: 10.00 <br />o N <br />Ni <br />+.= <br />�ii <br />io <br />+ _ <br />40.00 VC <br />+ <br />1 o <br />LO : <br />II <br />: <br />: <br />��il : : <br />p <br />:UU OY <br />41 <br />M� <br />•r to <br />o <br />el•n <br />v <br />o0 <br />0o <br />PW <br />STA: 46+10. 00 <br />¢p <br />W <br />: <br />,I p^ <br />to : <br />m m �_" <br />rr <br />w <br />tit iLi <br />UU <br />o p �- <br />m iv <br />UU <br />h N <br />9 *N <br />Lri N <br />V <br />PW <br />EL: 564.92 R <br />575 <br />n'w=w^ <br />- -L pp <br />mm <br />moo^ <br />ww <br />+o <br />+ad <br />AD: 4.00 <br />575 <br />oadA <br />+rnm FINISH GRADE AT <br />-- LOOR <br />^`N <br /><t._n <br />EXIST. GROUND AT + to <br />tnr. <br />V n <br />Lnto__ <br />K: 12.50 I <br />-1.25% <br />d ^> DRIVEWAY (TIP.) <br />o o <br />n^ <br />.r + II <br />DRIVEWAY (TIP.) .r <br />tii(j <br />Gii0 <br />50.00' VC <br />-2.25% <br />z °II w <br />o � <br />_ <br />_ - _ <br />z II W <br />cam 5.ww'w <br />o <br />0 <br />-1.50% <br />I-"w <br />2.00% <br />- <br />-200X <br />570 <br />? If' W <br />_ <br />ham', <br />t+oca <br />570 <br />to <br />V In <br />565 <br />- <br />- <br />- <br />565 <br />�F 12" SD <br />_- <br />- <br />- - OD$ - <br />STORM <br />VAULT <br />i <br />S--0.5544* <br />SEE SHT. <br />C3.34 1 <br />I 0 <br />560 <br />I <br />I 18" SD <br />0 <br />560 <br />73LF 12" SO <br />67LF 12" SD S=0.00% <br />STORM VAULT <br />Q <br />SEE SHT. C3.33 <br />Q CB315 TYPE 1, <br />-----J <br />S--e.im <br />S=0.00% L------------------------------------------- <br />RIM-564-96-564.44 <br />0.14% <br />IE(12"W)-56.1.95 561.01 <br />555.... <br />SOLE 12" <br />SD <br />555 <br />S=0.00% <br />10100,TYPE 2-54" <br />RIM-566.23 566.44 <br />IE(12-W)-55A84- 557.81 <br />IE(121NE)=557.84- 557.81 <br />550 <br />550 <br />CB100, TYPE 2-48" <br />CB150, TYPE 2-48" <br />RIM -ems 569.88 <br />IE(12"W)-55A84 557.73 <br />RIM--&�1:-B4� 570.91 <br />IE(12-W) 84-55ZBO <br />IE(181E)-55A84 557.73 <br />EXIST. <br />GRADE <br />AT DRIVEWAY (TYP.) <br />545 <br />� <br />IE(12'E)-84557.73 <br />IE(12"N) `- `&7..8+557.93 <br />FINISHED GRADE <br />AT DRIVEWAY q (TYP.) <br />545 <br />�i.� <br />�'o <br />�I� <br />°�.� w.N �I00 <br />n. ro "�'.N �lu�'y <br />�.IN <br />�,.� o,.� <br />a�.^ <br />�IuN'y <br />Lo Co.^ <br />Nlrb �n' '.. <br />'.. <br />to <br />�. <br />to <br />�'. <br />i <br />n,.n <br />�) <br />�If\n.00 <br />�) � Ln <br />- <br />I�.O^ <br />N <br />Imo.^ <br />o <br />Imo'.^ Imo'.^ <br />03 <br />Qo.^ <br />� O^ <br />� <br />co '.� <br />�n <br />co.� <br />�'. <br />to <br />Ln - <br />co '.to to co <br />'.. <br />Ln <br />� <br />Ln <br />Ln Ln <br />u7 Ln <br />uJ LO Ln Ln Ln Ln <br />Ln Ln Ln Ln <br />Ln <br />Ln <br />Ln <br />uJ Ln Ln <br />� Ln <br />Ln Ln <br />Ln LO <br />uJ <br />to <br />Lo <br />� <br />LO <br />Ln Ln Ln <br />40+80 41+40 42+00 42+60 43+20 43+80 44+40 45+00 45+60 46+20 46+80 <br />DRIVE D <br />0 5 10 <br />VERT. IN FEET <br />0 30 60 <br />a <br />HORIZ. IN FEET <br />whaCsbelow. <br />r wh hefore you dla. Copydght ® 2020 CPH Consultents, LLC. All Rlghts Reserved. <br />ml�l�l�l� <br />"' <br />z <br />O <br />cc <br />a <br />Of <br />m <br />W <br />a <br />z <br />tW.7 <br />z <br />Qi <br />z <br />3 <br />a <br />0cr <br />� <br />0 <br />3 <br />o <br />U <br />O <br />cr <br />j <br />� <br />¢ <br />O <br />LJ <br />m <br />O <br />O <br />a <br />w <br />m <br />N <br />0 <br />r <br />Oili <br />�GI 21SRI.4 <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 />O <br />CLIENT <br />z <br />0 <br />z <br />z <br />3 <br />z <br />z <br />0 <br />O <br />U <br />2 <br />0 <br />0 <br />z <br />z <br />in <br />C) <br />J <br />z <br />a <br />U <br />LU <br />Q <br />C <br />UL <br />Q <br />CC <br />w <br />i', <br />Ui <br />o <br />U <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 />C3.20 <br />SHEET 25 OF 62 <br />